Measurement Method, Measurement Device, Measurement System, And Measurement Program

Abstract

A measurement method includes: generating second measurement data by performing filter processing on observation data-based first measurement data; calculating a first deflection amount of a structure based on an approximate equation of deflection of the structure, observation information, and environment information; calculating a second deflection amount by performing filter processing on the first deflection amount; calculating a third deflection amount based on the second deflection amount and a first-order coefficient and a zero-order coefficient which are calculated based on the second measurement data and the second deflection amount, and the second deflection amount; calculating an offset based on the zero-order coefficient, the second deflection amount, and the third deflection amount; calculating a first static response by adding the offset and a product of the first-order coefficient and the first deflection amount; and calculating a first dynamic response by subtracting the first static response from the first measurement data.

Description

The present application is based on, and claims priority from JP Application Serial Number 2021-108744, filed Jun. 30, 2021, the disclosure of which is hereby incorporated by reference herein in its entirety.

BACKGROUND

1. Technical Field

The present disclosure relates to a measurement method, a measurement device, a measurement system, and a measurement program.

2. Related Art

JP-A-2017-20172 describes a railway bridge dynamic response evaluation method in which accelerometers for measuring vertical accelerations are respectively provided in a leading vehicle and a rearmost vehicle of a train, the vertical accelerations of the leading vehicle and the rearmost vehicle are measured during traveling, measurement data of the accelerometers when the leading vehicle and the rearmost vehicle pass through a bridge is extracted, an acceleration amplification coefficient is calculated by dividing a feature amount of the vertical acceleration measured by the accelerometer of the rearmost vehicle by a feature amount of the vertical acceleration measured in the leading vehicle, and an impact coefficient (dynamic response component) of the bridge is calculated by applying the acceleration amplification coefficient to a relation equation between an impact coefficient of the bridge and the acceleration amplification coefficient, which is obtained in advance. The dynamic response evaluation method focuses on that a dynamic response hardly occurs in the bridge when the leading vehicle passes and a static response and a dynamic response occur in the bridge when the rearmost vehicle passes, it is possible to easily and comprehensively obtain the impact coefficient (dynamic response component) of the bridge based on the vertical accelerations measured by the accelerometers respectively provided in the leading vehicle and the rearmost vehicle of the train.

However, in the dynamic response evaluation method described in JP-A-2017-20172, the acceleration amplification coefficient obtained by dividing the feature amount of the vertical acceleration measured by the accelerometer of the rearmost vehicle by the feature amount of the vertical acceleration measured by the leading vehicle cannot sufficiently separate the static response and the dynamic response from each other, the accuracy of the relation equation between the impact coefficient of the bridge and the acceleration amplification coefficient is not sufficient, and the calculation accuracy of the dynamic response is not sufficient due to factors such as errors caused by measurement positions of the vertical accelerations or vehicle vibration.

SUMMARY

A measurement method according to an aspect of the present disclosure includes: a first measurement data generation step of generating, based on observation data output from an observation device configured to observe an observation point of a structure, first measurement data based on a physical quantity which is a response to actions of a plurality of parts of a moving object moving on the structure on the observation point; a second measurement data generation step of generating second measurement data in which a vibration component is reduced by performing filter processing on the first measurement data; an observation information generation step of generating observation information including an entry time point and an exit time point of the moving object with respect to the structure; an average velocity calculation step of calculating an average velocity of the moving object based on the observation information and environment information which is created in advance and includes a dimension of the moving object and a dimension of the structure; a first deflection amount calculation step of calculating, based on an approximate equation of deflection of the structure, the observation information, the environment information, and the average velocity, a first deflection amount of the structure caused by the moving object; a second deflection amount calculation step of calculating a second deflection amount in which a vibration component is reduced by performing filter processing on the first deflection amount; a coefficient calculation step of approximating the second measurement data with a linear function of the second deflection amount to calculate a first-order coefficient and a zero-order coefficient of the linear function; a third deflection amount calculation step of calculating a third deflection amount based on the first-order coefficient, the zero-order coefficient, and the second deflection amount; an offset calculation step of calculating an offset based on the zero-order coefficient, the second deflection amount, and the third deflection amount; a first static response calculation step of calculating a first static response by adding the offset and a product of the first-order coefficient and the first deflection amount; and a first dynamic response calculation step of calculating a first dynamic response by subtracting the first static response from the first measurement data.

A measurement device according to an aspect of the present disclosure includes: a first measurement data generation unit configured to generate, based on observation data output from an observation device configured to observe an observation point of a structure, first measurement data based on a physical quantity which is a response to actions of a plurality of parts of a moving object moving on the structure on the observation point; a second measurement data generation unit configured to generate second measurement data in which a vibration component is reduced by performing filter processing on the first measurement data; an observation information generation unit configured to generate observation information including an entry time point and an exit time point of the moving object with respect to the structure; an average velocity calculation unit configured to calculate an average velocity of the moving object based on the observation information and environment information which is created in advance and includes a dimension of the moving object and a dimension of the structure; a first deflection amount calculation unit configured to calculate, based on an approximate equation of deflection of the structure, the observation information, the environment information, and the average velocity, a first deflection amount of the structure caused by the moving object; a second deflection amount calculation unit configured to calculate a second deflection amount in which a vibration component is reduced by performing filter processing on the first deflection amount; a coefficient calculation unit configured to approximate the second measurement data with a linear function of the second deflection amount to calculate a first-order coefficient and a zero-order coefficient of the linear function; a third deflection amount calculation unit configured to calculate a third deflection amount based on the first-order coefficient, the zero-order coefficient, and the second deflection amount; an offset calculation unit configured to calculate an offset based on the zero-order coefficient, the second deflection amount, and the third deflection amount; a first static response calculation unit configured to calculate a first static response by adding the offset and a product of the first-order coefficient and the first deflection amount; and a first dynamic response calculation unit configured to calculate a first dynamic response by subtracting the first static response from the first measurement data.

A measurement system according to an aspect of the present disclosure includes: the measurement device according to the above aspect; and the observation device.

A non-transitory computer-readable storage medium according to an aspect of the present disclosure stores a measurement program, and the measurement program causes a computer to execute: a first measurement data generation step of generating, based on observation data output from an observation device configured to observe an observation point of a structure, first measurement data based on a physical quantity which is a response to actions of a plurality of parts of a moving object moving on the structure on the observation point; a second measurement data generation step of generating second measurement data in which a vibration component is reduced by performing filter processing on the first measurement data; an observation information generation step of generating observation information including an entry time point and an exit time point of the moving object with respect to the structure; an average velocity calculation step of calculating an average velocity of the moving object based on the observation information and environment information which is created in advance and includes a dimension of the moving object and a dimension of the structure; a first deflection amount calculation step of calculating, based on an approximate equation of deflection of the structure, the observation information, the environment information, and the average velocity, a first deflection amount of the structure caused by the moving object; a second deflection amount calculation step of calculating a second deflection amount in which a vibration component is reduced by performing filter processing on the first deflection amount; a coefficient calculation step of approximating the second measurement data with a linear function of the second deflection amount to calculate a first-order coefficient and a zero-order coefficient of the linear function; a third deflection amount calculation step of calculating a third deflection amount based on the first-order coefficient, the zero-order coefficient, and the second deflection amount; an offset calculation step of calculating an offset based on the zero-order coefficient, the second deflection amount, and the third deflection amount; a first static response calculation step of calculating a first static response by adding the offset and a product of the first-order coefficient and the first deflection amount; and a first dynamic response calculation step of calculating a first dynamic response by subtracting the first static response from the first measurement data.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a diagram showing a configuration example of a measurement system.

FIG. 2 is a cross-sectional view of a superstructure of FIG. 1 taken along line A-A.

FIG. 3 is a diagram illustrating an acceleration detected by an acceleration sensor.

FIG. 4 is a diagram showing an example of measurement data u(t).

FIG. 5 is a diagram showing a power spectrum density of the measurement data u(t).

FIG. 6 is a diagram showing an example of measurement data u_lp(t).

FIG. 7 is a diagram showing an example of a relation between the measurement data u_lp(t), an entry time point t_i, and an exit time point t_o.

FIG. 8 is a diagram showing an example of a length L_C (C_m) of a vehicle and a distance La(a_w(C_m,n)) between axles.

FIG. 9 is a diagram illustrating a structural model of a superstructure of a bridge.

FIG. 10 is a diagram showing an example of a deflection amount w_std(a_w(C_m,n),t).

FIG. 11 is a diagram showing an example of a deflection amount C_std(C_m,t).

FIG. 12 is a diagram showing an example of a deflection amount T_std(t).

FIG. 13 is a diagram showing an example of a deflection amount T_{std_lp}(t).

FIG. 14 is a diagram showing the measurement data u_lp(t) and the deflection amount T_{std_lp}(t) in an overlapping manner.

FIG. 15 is a diagram showing an example of a deflection amount T_{Estd_lp}(t).

FIG. 16 is a diagram showing an example of a deflection amount T_Estd(t).

FIG. 17 is a diagram showing an example of a relation between the deflection amount T_{Estd_lp}(t) and the deflection amount T_{std_lp}(t) and a predetermined interval T_avg for calculating average values thereof.

FIG. 18 is a diagram showing an example of an offset T_{offset_std}(t).

FIG. 19 is a diagram showing an example of a deflection amount T_EOstd(t).

FIG. 20 is a diagram showing a relation between the measurement data u(t) and the deflection amount T_EOstd(t).

FIG. 21 is a diagram showing an example of natural vibration u_nv(t).

FIG. 22 is a flowchart showing an example of a procedure of a measurement method according to a first embodiment.

FIG. 23 is a flowchart showing an example of a procedure of a first measurement data generation step.

FIG. 24 is a flowchart showing an example of a procedure of a second measurement data generation step.

FIG. 25 is a flowchart showing an example of a procedure of an observation information generation step.

FIG. 26 is a flowchart showing an example of a procedure of an average velocity calculation step.

FIG. 27 is a flowchart showing an example of a procedure of a first deflection amount calculation step.

FIG. 28 is a flowchart showing an example of a procedure of a second deflection amount calculation step.

FIG. 29 is a flowchart showing an example of a procedure of an offset calculation step.

FIG. 30 is a diagram showing a configuration example of a sensor, a measurement device, and a monitoring device.

FIG. 31 is a diagram showing a power spectrum density of the natural vibration u_nv(t).

FIG. 32 is a diagram showing a frequency characteristic of a high-pass filter.

FIG. 33 is a diagram showing an example of natural vibration u_{nv_hp}(t).

FIG. 34 is a diagram showing the deflection amount T_EOstd(t) and a static response T_E(t) in an overlapping manner.

FIG. 35 is a diagram showing the static response T_E(t) and the measurement data u(t) in an overlapping manner.

FIG. 36 is a diagram showing the static response T_E(t) and the natural vibration u_{nv_hp}(t) in an overlapping manner.

FIG. 37 is a diagram showing power spectrum densities of the static response T_E(t) and the natural vibration u_nv(t) in an overlapping manner.

FIG. 38 is a diagram showing a vibration component T_{E_hp}(t) and the natural vibration u_{nv_hp}(t) in an overlapping manner.

FIG. 39 is a diagram showing an envelope u_{hp_mag}(t) and an envelope u_{nv_hp_mag}(t) in an overlapping manner.

FIG. 40 is a flowchart showing an example of a procedure of a measurement method according to a second embodiment.

FIG. 41 is a flowchart showing an example of a procedure of a second dynamic response calculation step.

FIG. 42 is a diagram showing a configuration example of a measurement device according to the second embodiment.

FIG. 43 is a diagram showing another configuration example of the measurement system.

FIG. 44 is a diagram showing another configuration example of the measurement system.

FIG. 45 is a diagram showing another configuration example of the measurement system.

FIG. 46 is a cross-sectional view of a superstructure of FIG. 45 taken along line A-A.

DESCRIPTION OF EXEMPLARY EMBODIMENTS

Hereinafter, preferred embodiments of the present disclosure will be described in detail with reference to the drawings. The embodiments described below do not in any way limit contents of the present disclosure described in the claims. Not all configurations to be described below are necessarily essential components of the present disclosure.

1. First Embodiment

1-1. Configuration of Measurement System

A moving object passing through a superstructure of a bridge that is a structure according to a first embodiment is a vehicle, a railway vehicle, or the like that has a large weight and can be measured by BWIM. The BWIM is an abbreviation of bridge weigh in motion, and is a technology in which a bridge is regarded as a “scale”, deformation of the bridge is measured, and thereby a weight and the number of axles of the moving object passing through the bridge are measured. The superstructure of the bridge, which enables analysis of the weight of the moving object passing through the bridge, based on a response such as deformation or strain, is a structure in which the BWIM functions. The BWIM system, which applies a physical process between an action on the superstructure of the bridge and the response, enables the measurement of the weight of the moving object that travels on the bridge. Hereinafter, a measurement system for implementing a measurement method according to the present embodiment will be described by taking a case where the moving object is a railway vehicle as an example.

FIG. 1 is a diagram showing an example of the measurement system according to the present embodiment. As shown in FIG. 1, a measurement system 10 according to the present embodiment includes a measurement device 1, and at least one sensor 2 provided on a superstructure 7 of a bridge 5. The measurement system 10 may include a monitoring device 3.

The bridge 5 includes the superstructure 7 and a substructure 8. FIG. 2 is a cross-sectional view of the superstructure 7 taken along line A-A of FIG. 1. As shown in FIGS. 1 and 2, the superstructure 7 includes a bridge floor 7a, a support 7b, rails 7c, ties 7d, and a ballast 7e, and the bridge floor 7a includes a floor plate F, a main girder G, a cross girder (not shown), and the like. As shown in FIG. 1, the substructure 8 includes bridge piers 8a and bridge abutments 8b. The superstructure 7 is a structure across any one of the bridge abutment 8b and the bridge pier 8a adjacent to each other, two adjacent bridge abutments 8b, and two adjacent bridge piers 8a. Both end portions of the superstructure 7 are located at positions of the bridge abutment 8b and the bridge pier 8a adjacent to each other, at positions of the two adjacent bridge abutments 8b, or at positions of the two adjacent bridge piers 8a.

When a railway vehicle 6 enters the superstructure 7, the superstructure 7 is bent due to a load of the railway vehicle 6. Since the railway vehicle 6 includes a plurality of vehicles coupled to each other, a phenomenon occurs in which the bending of the superstructure 7 is periodically repeated as the vehicles pass through the superstructure 7. This phenomenon is called a static response. On the other hand, as a structure, the superstructure 7 has a natural vibration frequency, and therefore, natural vibration of the superstructure 7 may be excited when the railway vehicle 6 passes through the superstructure 7. When the natural vibration of the superstructure 7 is excited, a phenomenon occurs in which the bending of the superstructure 7 is periodically repeated. This phenomenon is called a dynamic response.

The measurement device 1 and the sensors 2 are coupled by, for example, a cable (not shown) and communicate with each other via a communication network such as a CAN. CAN is an abbreviation for controller area network. Alternatively, the measurement device 1 and the sensors 2 may communicate with each other via a wireless network.

Each sensor 2 outputs data used to calculate the static response and the dynamic response when the railway vehicle 6, which is a moving object, moves on the superstructure 7, which is a structure. In the present embodiment, each sensor 2 is an acceleration sensor, and may be, for example, a crystal acceleration sensor or a MEMS acceleration sensor. MEMS is an abbreviation for micro electro mechanical systems.

In the present embodiment, each sensor 2 is installed at a central portion of the superstructure 7 in a longitudinal direction, specifically, at a central portion of the main girder G in the longitudinal direction. Each sensor 2 is not limited to being installed at the central portion of the superstructure 7 as long as each sensor 2 can detect accelerations for calculating the static response and the dynamic response. When each sensor 2 is provided on the floor plate F of the superstructure 7, the sensor 2 may be damaged due to traveling of the railway vehicle 6, and the measurement accuracy may be affected by local deformation of the bridge floor 7a, so that in the example of FIGS. 1 and 2, each sensor 2 is provided at the main girder G of the superstructure 7.

The floor plate F, the main girder G, and the like of the superstructure 7 are bent in a vertical direction due to a load of the railway vehicle 6 passing through the superstructure 7. Each sensor 2 detects an acceleration of the bending of the floor plate F or the main girder G caused by the load of the railway vehicle 6 passing through the superstructure 7.

The measurement device 1 calculates the static response and the dynamic response when the railway vehicle 6 passes through the superstructure 7 based on acceleration data output from each sensor 2. The measurement device 1 is installed on, for example, the bridge abutment 8b.

The measurement device 1 and the monitoring device can communicate with each other via, for example, a wireless network of a mobile phone and a communication network 4 such as the Internet. The measurement device 1 transmits measurement data including the static response and the dynamic response when the railway vehicle 6 passes through the superstructure 7 to the monitoring device 3. The monitoring device 3 may store the information in a storage device (not shown), and may perform, for example, processing such as monitoring of the railway vehicle 6 and abnormality determination of the superstructure 7 based on the information.

In the present embodiment, the bridge 5 is a railway bridge, and is, for example, a steel bridge, a girder bridge, or an RC bridge. RC is an abbreviation for reinforced-concrete.

As shown in FIG. 2, in the present embodiment, an observation point R is set in association with the sensor 2. In the example of FIG. 2, the observation point R is set at a position on a surface of the superstructure 7 located vertically above the sensor 2 provided at the main girder G. That is, the sensor 2 is an observation device that observes the observation point R. The sensor 2 detects a physical quantity which is a response to actions of a plurality of parts of the railway vehicle 6 moving on the superstructure 7, which is a structure, on the observation point R, and outputs data including the detected physical quantity. For example, each of the plurality of parts of the railway vehicle 6 is an axle or a wheel, and is hereinafter assumed to be an axle. In the present embodiment, each sensor 2 is an acceleration sensor and detects an acceleration as the physical quantity. The sensor 2 may be provided at a position where the acceleration generated at the observation point R due to the traveling of the railway vehicle 6 can be detected, but the sensor 2 is preferably provided at a position close to the observation point R in the vertical direction.

The number and installation positions of the sensors 2 are not limited to the example shown in FIGS. 1 and 2, and various modifications can be made.

The measurement device 1 acquires, based on the acceleration data output from the sensor 2, an acceleration in a direction intersecting a surface of the superstructure 7 on which the railway vehicle 6 moves. The surface of the superstructure 7 on which the railway vehicle 6 moves is defined by a direction in which the railway vehicle 6 moves, that is, an X direction which is the longitudinal direction of the superstructure 7, and a direction orthogonal to the direction in which the railway vehicle 6 moves, that is, a Y direction which is a width direction of the superstructure 7. Since the observation point R is bent in a direction orthogonal to the X direction and the Y direction due to the traveling of the railway vehicle 6, the measurement device 1 preferably acquires an acceleration in the direction orthogonal to the X direction and the Y direction, that is, a Z direction which is a normal direction of the floor plate F, in order to accurately calculate a magnitude of the acceleration of the bending.

FIG. 3 is a diagram showing the acceleration detected by the sensor 2. The sensor 2 is an acceleration sensor that detects accelerations generated in three axes orthogonal to one another.

In order to detect the acceleration of the bending at the observation point R caused by the traveling of the railway vehicle 6, the sensor 2 is installed such that one of three detection axes thereof, which are the x axis, the y axis, and the z axis, is in a direction intersecting the X direction and the Y direction. In FIGS. 1 and 2, the sensor 2 is installed such that one axis thereof is in a direction intersecting the X direction and the Y direction. The observation point R is bent in the direction orthogonal to the X direction and the Y direction. Therefore, in order to accurately detect the acceleration of the bending, ideally, the sensor 2 is installed such that one axis thereof is aligned with the direction orthogonal to the X direction and the Y direction, that is, the normal direction of the floor plate F.

However, when the sensor 2 is installed on the superstructure 7, an installation location may be inclined. In the measurement device 1, even if one of the three detection axes of the sensor 2 is not installed in alignment with the normal direction of the floor plate F, since the one axis is substantially oriented in the normal direction, an error is small and thus can be ignored. The measurement device 1 can correct a detection error due to inclination of the sensor 2 based on a three-axis combined acceleration obtained by combining the accelerations in the x axis, the y axis, and the z axis even if one of the three detection axes of the sensor 2 is not installed in alignment with the normal direction of the floor plate F. Further, the sensor 2 may be a one-axis acceleration sensor that detects an acceleration generated at least in a direction substantially parallel to the vertical direction or an acceleration in the normal direction of the floor plate F.

Hereinafter, details of the measurement method according to the present embodiment executed by the measurement device 1 will be described.

1-2. Details of Measurement Method

First, the measurement device 1 integrates acceleration data a(k) output from the sensor 2, which is an acceleration sensor, to generate velocity data v(k) as in Equation (1), and further integrates the velocity data v(k) to generate measurement data u(k) as in Equation (2). The acceleration data a(k) is data of an acceleration change excluding an acceleration bias unnecessary for calculating a displacement change when the railway vehicle 6 passes through the bridge 5. For example, the acceleration directly before the railway vehicle 6 passes through the bridge 5 may be set to 0, and the subsequent acceleration change may be set as the acceleration data a(k). In Equation (1) and Equation (2), k is a sample number, and ΔT is a time interval of samples. The measurement data u(k) is data of the displacement of the observation point R due to the traveling of the railway vehicle 6.

v(k)=a(k)ΔT−v(k−1)  (1)

u(k)=v(k)ΔT+u(k−1)  (2)

The measurement data u(k) having the sample number k as a variable is converted into measurement data u(t) having the time point t as a variable at the time point t=kΔT. FIG. 4 shows an example of the measurement data u(t). Since the measurement data u(t) is generated based on the acceleration data a(t) output from the sensor 2 that observes the observation point R, the measurement data u(t) is data based on the acceleration that is a response to the actions of a plurality of parts of the railway vehicle 6 moving on the superstructure 7 on the observation point R.

Next, the measurement device 1 generates measurement data u_lp(t) obtained by performing filter processing on the measurement data u(t) in order to reduce a vibration component having a fundamental frequency F_f included in the measurement data u(t) and a harmonic of the vibration component. The filter processing may be, for example, low-pass filter processing or band-pass filter processing.

Specifically, first, the measurement device 1 calculates a power spectrum density by performing fast Fourier transform processing on the measurement data u(t), and calculates a peak of the power spectrum density as the fundamental frequency Ff. FIG. 5 shows the power spectrum density obtained by performing fast Fourier transform processing on the measurement data u(t) of FIG. 4. In the example of FIG. 5, the fundamental frequency F_f is calculated as about 3 Hz. Then, the measurement device 1 calculates a basic cycle T_f based on the fundamental frequency F_f according to Equation (3), and calculates a moving average interval k_mf adjusted to a time resolution of the data by dividing the basic cycle T_f by ΔT as in Equation (4). The basic cycle T_f is a cycle corresponding to the fundamental frequency F_f, and T_f>2ΔT.

$\begin{array}{cc}{T}_f=\frac{1}{F_f}& \left(3\right)\end{array}$ $\begin{array}{cc}{k}_{\mathrm{mf}}=2\lfloor \frac{T_f}{2\Delta T}\rfloor +1& \left(4\right)\end{array}$

Then, the measurement device 1 performs, as the filter processing, moving average processing on the measurement data u(t) in the basic cycle T_f according to Equation (5) to generate the measurement data u_lp(t) in which the vibration component included in the measurement data u(t) is reduced. In the moving average processing, not only the necessary calculation amount is small, but also an attenuation amount of a signal component of the fundamental frequency F_f and a harmonic component of the signal component is very large, so that the measurement data u_lp(t) in which the vibration component is effectively reduced is obtained. FIG. 6 shows an example of the measurement data u_lp(t). As shown in FIG. 6, the measurement data u_lp(t) from which the vibration component included in the measurement data u(t) is almost removed is obtained.

$\begin{array}{cc}{u}_{\mathrm{lp}}\left(k\right)=\frac{1}{k_{\mathrm{mf}}}\stackrel{k+\frac{k_{\mathrm{mf}}-1}{2}}{\sum _{n=k-\frac{k_{\mathrm{mf}}-1}{2}}}u\left(n\right)& \left(5\right)\end{array}$

The measurement device 1 may generate the measurement data u_lp(t) by performing, as the filter processing, FIR filter processing for attenuating a signal component having a frequency equal to or higher than the fundamental frequency F_f on the measurement data u(t). FIR is an abbreviation of finite impulse response. In the FIR filter processing, although a calculation amount is larger than that of the moving average processing, all signal components having a frequency equal to or higher than the fundamental frequency F_f can be attenuated.

Next, the measurement device 1 calculates two time points at which an amplitude of the measurement data u_lp(t) matches a threshold C_Lu_a which is a product of a predetermined coefficient C_L and an amplitude u_a calculated based on the measurement data u_lp(t), or two times at which the amplitude of the measurement data u_lp(t) exceeds the threshold C_Lu_a, as an entry time point t₁ and an exit time point t_o of the railway vehicle 6 with respect to the superstructure 7. However, 0<C_L<1, and the amplitude u_a is calculated as, for example, an average value in an interval from a time point t₁ to a time point t₂ in which the amplitude of the measurement data u_lp(t) is shifted, according to Equation (6).

$\begin{array}{cc}{u}_a=\frac{1}{t_2-t_1}\stackrel{t_2}{\sum _{t=t_1}}{u}_{\mathrm{lp}}\left(t\right)& \left(6\right)\end{array}$

The entry time point t_i is a time point at which a leading axle of the plurality of axles of the railway vehicle 6 passes through an entry end of the superstructure 7. The exit time point t_o is a time point at which a rearmost axle of the plurality of axles of the railway vehicle 6 passes through an exit end of the superstructure 7. FIG. 7 shows an example of a relation between the measurement data u_lp(t), the entry time point t_i, and the exit time point t_o.

Next, the measurement device 1 calculates a difference between the exit time point t_o and the entry time point t_i, as a passing time t_s during which the railway vehicle 6 passes through the superstructure 7 of the bridge 5 according to Equation (7).

t _s =t _o −t _i  (7)

The measurement device 1 calculates, as the number of vehicles C_T of the railway vehicle 6, a maximum integer less than or equal to a number obtained by subtracting 1 from a product of the passing time t_s and the fundamental frequency F_f, according to Equation (8).

C _T =└t _s F _f−1┘=floor(t_sF_f−1)={t_sF_r−1}  (8)

The measurement device 1 stores observation information including the entry time point t_i, the exit time point t_o, the passing time t_s, and the number of vehicles C_T in a storage unit (not shown). In the example of FIG. 7, the entry time point t_i is at 7.155 seconds, the exit time point t_o is at 12.845 seconds, the passing time t_s is 5.69 seconds, and the number of vehicles C_T is 16.

Then, the measurement device 1 performs the following processing based on the observation information and environment information which is created in advance and includes a dimension of the railway vehicle 6 and a dimension of the superstructure 7.

The environment information includes, for example, a length L_B of the superstructure 7 and a position L_x of the observation point R as the dimensions of the superstructure 7. The length L_B of the superstructure 7 is a distance between the entry end and the exit end of the superstructure 7. The position L_x of the observation point R is a distance from the entry end of the superstructure 7 to the observation point R. The environment information includes, for example, a length L_C(C_m) of each vehicle of the railway vehicle 6, the number of axles a_T(C_m) of each vehicle, and a distance La(a_w(C_m,n)) between axles of each vehicle, as the dimensions of the railway vehicle 6. C_m is a vehicle number, and the length L_C(C_m) of each vehicle is a distance between two ends of a C_m-th vehicle. The number of axles a_T(C_m) of each vehicle is the number of axles of the C_m-th vehicle, n is an axle number of each vehicle, and 1<n a_T(C_m). The distance La(a_w(C_m,n)) between axles of each vehicle is a distance between a front end of the C_m-th vehicle and a first axle when n=1, and is a distance between the (n−1)-th axle and the n-th axle when n 2. FIG. 8 shows an example of the length L_C(C_m) of the C_m-th vehicle of the railway vehicle 6 and the distance La(a_w(C_m,n)) between the axles. The dimensions of the railway vehicle 6 and the dimensions of the superstructure 7 can be measured by a known method. A database of the dimensions of the railway vehicle 6 passing through the bridge 5 may be created in advance, and the dimensions of a corresponding vehicle may be referred to according to the passing time point.

When it is assumed that the railway vehicle 6 in which any number of vehicles having the same dimensions are coupled to each other travels on the superstructure 7 of the bridge 5, the environment information may include the length L_C(C_m) of the vehicle, the number of axles a_T(C_m) of the vehicle, and the distance La(a_w(C_m,n)) between the axles, which are related to one vehicle.

A total number of axles Ta_T of the railway vehicle 6 is calculated according to Equation (9) using the number of vehicles C_T included in the observation information and the number of axles a_T(C_m) of each vehicle included in the environment information.

$\begin{array}{cc}{T}_{a_T}=\stackrel{C_T}{\sum _{C_m=1}}{a}_T\left(C_m\right)& \left(9\right)\end{array}$

A distance D_wa(a_w(C_m,n)) from the leading axle to the n-th axle of the C_m-th vehicle of the railway vehicle 6 is calculated according to Equation (10) using the length L_C (C_m) of each vehicle, the number of axles a_T(C_m) of each vehicle, and the distance La(a_w(C_m,n)) between axles of each vehicle included in the environment information. In Equation (10), it is assumed that L_C(C_m)=L_C(1).

$\begin{array}{cc}{D}_{\mathrm{wa}}\left(a_w\left(C_m,n\right)\right)=\stackrel{C_m}{\sum _{y=1}}{L}_C\left(y\right)+\stackrel{n}{\sum _{x=1}}\mathrm{La}\left(a_w\left(C_m,x\right)\right)-\left\{L_C\left(1\right)+\mathrm{La}\left(a_w\left(1,1\right)\right)\right\}& \left(10\right)\end{array}$

The measurement device 1 calculates a distance D_wa(a_w(C_T,a_T(C_T))) from the leading axle to the rearmost axle of the rearmost vehicle of the railway vehicle 6 according to Equation (11) obtained by substituting C_m=C_T and n=a_T(C_T) into Equation (10).

$\begin{array}{cc}{D}_{\mathrm{wa}}\left(a_w\left(C_T,a_T\left(C_T\right)\right)\right)=\stackrel{C_T}{\sum _{y=1}}{L}_C\left(y\right)+\stackrel{a_T\left(C_T\right)}{\sum _{x=1}}\mathrm{La}\left(a_w\left(C_T,x\right)\right)-\left\{L_C\left(1\right)+\mathrm{La}\left(a_w\left(1,1\right)\right)\right\}& \left(11\right)\end{array}$

An average velocity v_a of the railway vehicle 6 is calculated according to Equation (12) using the length L_B of the superstructure 7 included in the environment information, the passing time t_s included in the observation information, and the calculated distance D_wa(a_w(C_T,a_T(C_T))).

$\begin{array}{cc}{v}_a=\frac{L_B}{t_s}+\frac{D_{\mathrm{wa}}\left(a_w\left(C_T,a_T\left(C_T\right)\right)\right)}{t_s}& \left(12\right)\end{array}$

The measurement device 1 calculates the average velocity v_a of the railway vehicle 6 according to Equation (13) obtained by substituting Equation (11) into Equation (12).

$\begin{array}{cc}{v}_a=\frac{L_B}{t_s}+\frac{1}{t_s}\left[\stackrel{C_T}{\sum _{y=1}}{L}_C\left(y\right)+\stackrel{a_T\left(C_T\right)}{\sum _{x=1}}\mathrm{La}\left(a_w\left(C_T,x\right)\right)-\left\{L_C\left(1\right)+\mathrm{La}\left(a_w\left(1,1\right)\right)\right\}\right]& \left(13\right)\end{array}$

Next, the measurement device 1 calculates a deflection amount of the superstructure 7 caused by the traveling of the railway vehicle 6 in the following manner.

In the present embodiment, considering that the superstructure 7 of the bridge 5 has a configuration in which one or a plurality of bridge floors 7a including the floor plate F, the main girder G, and the like are continuously arranged, the measurement device 1 calculates a displacement of one bridge floor 7a as a displacement at the central portion in the longitudinal direction. The load applied to the superstructure 7 moves from one end to the other end of the superstructure 7. In this case, the deflection amount, which is the displacement of the central portion of the superstructure 7, can be expressed by a position of the load on the superstructure 7 and an amount of the load. In the present embodiment, in order to express the deflection deformation when the axles of the railway vehicle 6 moves on the superstructure 7 as a trajectory of the deflection amount caused by the movement on the bridge under one-point load, the structural model shown in FIG. 9 is considered, and the deflection amount at the central portion is calculated in the structural model. In FIG. 9, P is a load, a is a load position from the entry end of the superstructure 7 on a side where the railway vehicle 6 enters, and b is a load position from the exit end of the superstructure 7 on a side where the railway vehicle 6 exits. L_B is the length of the superstructure 7, that is, the distance between two ends of the superstructure 7. The structural model shown in FIG. 9 is a simple beam in which two ends are supported with the two ends as fulcrums.

In the structural model shown in FIG. 9, when the position of the entry end of the superstructure 7 is zero and an observation position of the deflection amount is x, a bending moment M of the simple beam is expressed by Equation (14).

$\begin{array}{cc}M=\frac{b}{L_B}\mathrm{Px}-{\mathrm{PH}}_a\left(x-a\right)& \left(14\right)\end{array}$

In Equation (14), a function H_a is defined as Equation (15).

$\begin{array}{cc}{H}_a=\{\begin{array}{cc}0& \left(\mathrm{if}x\le a\right)\\ 1& \left(\mathrm{if}x>a\right)\end{array}& \left(15\right)\end{array}$

Equation (16) is obtained by transforming Equation (14).

$\begin{array}{cc}-\frac{{\mathrm{ML}}_B}{P}=-\mathrm{bx}+H_a{L}_B\left(x-a\right)& \left(16\right)\end{array}$

Meanwhile, the bending moment M is expressed by Equation (17). In Equation (17), θ is an angle, I is a secondary moment, and E is a Young's modulus.

$\begin{array}{cc}-M=\mathrm{EI}\frac{d\theta }{\mathrm{dx}}& \left(17\right)\end{array}$

Equation (18) is obtained by substituting Equation (17) into Equation (16).

$\begin{array}{cc}\frac{{\mathrm{EIL}}_B}{P}\frac{d\theta }{\mathrm{dx}}=-\mathrm{bx}+H_a{L}_B\left(x-a\right)& \left(18\right)\end{array}$

Equation (20) is obtained by calculating Equation (19) which is obtained by integrating Equation (18) with respect to the observation position x. In Equation (20), C₁ is an integral constant.

$\begin{array}{cc}\int \frac{{\mathrm{EIL}}_B}{P}\frac{d\theta }{\mathrm{dx}}\mathrm{dx}=\int \left(-\mathrm{bx}+H_a{L}_B\left(x-a\right)\right)\mathrm{dx}& \left(19\right)\end{array}$ $\begin{array}{cc}\frac{{\mathrm{EIL}}_B}{P}\theta =-\frac{{\mathrm{bx}}^2}{2}+H_a\frac{{L_B\left(x-a\right)}^2}{2}+C_1& \left(20\right)\end{array}$

Equation (22) is obtained by calculating Equation (21) which is obtained by integrating Equation (20) with respect to the observation position x. In Equation (22), C₂ is an integral constant.

$\begin{array}{cc}\int \frac{{\mathrm{EIL}}_B}{P}\theta \mathrm{dx}=\int \left\{-\frac{{\mathrm{bx}}^2}{2}+H_a\frac{{L_B\left(x-a\right)}^2}{2}+C_1\right\}\mathrm{dx}& \left(21\right)\end{array}$ $\begin{array}{cc}\frac{{\mathrm{EIL}}_B}{P}\theta x=-\frac{{\mathrm{bx}}^3}{6}+H_a\frac{{L_B\left(x-a\right)}^3}{6}+C_{1}x+C_2& \left(22\right)\end{array}$

In Equation (22), ex represents the deflection amount, and Equation (23) is obtained by replacing ex with a deflection amount w.

$\begin{array}{cc}\frac{{\mathrm{EIL}}_B}{P}w=-\frac{{\mathrm{bx}}^3}{6}+H_a\frac{{L_B\left(x-a\right)}^3}{6}+C_{1}x+C_2& \left(23\right)\end{array}$

As shown in FIG. 9, since b=L_B−a, Equation (23) is transformed as in Equation (24).

$\begin{array}{cc}\frac{{\mathrm{EIL}}_B}{P}w=-\frac{\left(L_B-a\right)x^3}{6}+H_a\frac{{L_B\left(x-a\right)}^3}{6}+C_{1}x+C_2& \left(24\right)\end{array}$

When x=0 and the deflection amount w=0, H_a=0 as x≤a, and therefore, when x=w=H_a=0 is substituted into Equation (24), Equation (25) is obtained.

C ₂=0  (25)

When x=L_B and the deflection amount w=0, H_a=1 as x≥a, and therefore, when x=L_B, w=0, and H_a=1 are substituted into Equation (24), Equation (26) is obtained.

$\begin{array}{cc}{C}_1=\frac{a\left(L_B-a\right)\left(a+2\left(L_B-a\right)\right)}{6}& \left(25\right)\end{array}$

Equation (27) is obtained by substituting b=L_B−a into Equation (26).

$\begin{array}{cc}{C}_1=\frac{\mathrm{ab}\left(a+2b\right)}{6}& \left(27\right)\end{array}$

Equation (28) is obtained by substituting an integral constant C₁ of Equation (25) and an integral constant C₂ of Equation (26) into Equation (23).

$\begin{array}{cc}\frac{{\mathrm{EIL}}_B}{P}w=-\frac{{\mathrm{bx}}^3}{6}+H_a\frac{{L_B\left(x-a\right)}^3}{6}+\frac{\mathrm{ab}\left(a+2b\right)}{6}x& \left(28\right)\end{array}$

Equation (28) is transformed, and the deflection amount w at the observation position x when the load P is applied to the position a is expressed by Equation (29).

$\begin{array}{cc}w=\frac{P}{6{\mathrm{EIL}}_B}\left\{-{\mathrm{bx}}^3+H_a{L_B\left(x-a\right)}^3+\mathrm{ab}\left(a+2b\right)x\right\}& \left(29\right)\end{array}$

A deflection amount w_0.5LB at the observation position x at the center when the load P is at the center of the superstructure 7 is expressed by Equation (30), wherein x=0.5LB, a=b=0.5LB, and H_a=0. The deflection amount w_0.5LB is a maximum amplitude of the deflection amount w.

$\begin{array}{cc}{w}_{0.5L_B}=\frac{P}{48\mathrm{EI}}{L}_B^3& \left(30\right)\end{array}$

The deflection amount w at any observation position x is normalized by the deflection amount w_0.5LB. When the position a of the load P is on an entry end side of the observation position x, as x>a, Equation (31) is obtained by substituting H_a=1 is into Equation (30).

$\begin{array}{cc}w=\frac{P}{6{\mathrm{EIL}}_B}\left\{-{\mathrm{bx}}^3+{L_B\left(x-a\right)}^3+\mathrm{ab}\left(a+2b\right)x\right\}& \left(31\right)\end{array}$

When the position a of the load P is represented by a=L_Br, and a=L_Br, b=L_B(1−r) is substituted into Equation (31), Equation (32) is obtained, and a deflection amount w_std in which the deflection amount w is normalized is obtained according to Equation (32). r represents a ratio of the position a of the load P to the length L_B of the superstructure 7.

$\begin{array}{cc}{w}_{\mathrm{std}}=\frac{8}{L_B}\left\{{\mathrm{xr}}^3+\left(\frac{x^3}{L_B^2}+2x\right)r\right\}-\frac{8}{L_B}\left(L_B{r}^3+\frac{3x^2}{L_B}r\right)& \left(32\right)\end{array}$

Similarly, when the position a of the load P is on an exit end side of the observation position x, as x≤a, Equation (33) is obtained by substituting H_a=0 into Equation (30).

$\begin{array}{cc}w=\frac{P}{6{\mathrm{EIL}}_B}\left\{-{\mathrm{bx}}^3+\mathrm{ab}\left(L_B+b\right)x\right\}& \left(33\right)\end{array}$

When the position a of the load P is represented by a=L_Br, and a=L_Br and b=L_B(1-r) are substituted into Equation (33), Equation (34) is obtained, and the deflection amount w_std in which the deflection amount w is normalized is obtained according to Equation (34).

$\begin{array}{cc}{w}_{\mathrm{std}}=\frac{8}{L_B}\left\{{\mathrm{xr}}^3+\left(\frac{x^3}{L_B^2}+2x\right)r\right\}-\frac{8}{L_B}\left(3{\mathrm{xr}}^2+\frac{x^3}{L_B^2}\right)& \left(34\right)\end{array}$

Equation (32) and Equation (34) are combined, and a deflection amount w_std(r) at any observation position x=L_x is expressed by Equation (35). In Equation (35), a function R(r) is expressed by Equation (36). Equation (35) is an approximate equation of the deflection of the superstructure 7 which is a structure, and is an equation based on the structural model of the superstructure 7. Specifically, Equation (35) is an approximate equation normalized by the maximum amplitude of the deflection at the center position between the entry end and the exit end of the superstructure 7.

$\begin{array}{cc}{w}_{\mathrm{std}}\left(r\right)=\frac{8}{L_B}\left\{L_x{r}^3+\left(\frac{L_x^3}{L_B^2}+2L_x\right)r-R\left(r\right)\right\}& \left(35\right)\end{array}$ $\begin{array}{cc}R\left(r\right)=\{\begin{array}{c}{L}_B{r}^3+\frac{3L_x^2}{L_B}r\left(\mathrm{if}{L}_x>L_{B}r\right)\\ 3L_x{r}^2+\frac{L_x^3}{L_B^2}\left(\mathrm{if}{L}_x\le L_{B}r\right)\end{array}& \left(36\right)\end{array}$

In the present embodiment, the load P is a load of any axle of the railway vehicle 6. A time t_xn required for a certain axle of the railway vehicle 6 to reach the position L_x of the observation point R from the entry end of the superstructure 7 is calculated according to Equation (37) using the average velocity v_a calculated according to Equation (12).

$\begin{array}{cc}{t}_{\mathrm{xn}}=\frac{L_x}{v_a}& \left(37\right)\end{array}$

A time t_ln required for a certain axle of the railway vehicle 6 to pass through the superstructure 7 having the length L_B is calculated according to Equation (38).

$\begin{array}{cc}{t}_{\ln }=\frac{L_B}{v_a}& \left(38\right)\end{array}$

A time point t₀(C_m,n) at which the n-th axle of the C_m-th vehicle of the railway vehicle 6 reaches the entry end of the superstructure 7 is calculated according to Equation (39) using the entry time point t_i included in the observation information, the distance D_wa(a_w(C_m,n)) calculated according to Equation (10), and the average velocity v_a calculated according to Equation (12).

$\begin{array}{cc}{t}_0\left(C_m,n\right)=t_i+\frac{1}{v_a}{D}_{\mathrm{wa}}\left(a_w\left(C_m,n\right)\right)& \left(39\right)\end{array}$

Using Equation (37), Equation (38), and Equation (39), the measurement device 1 calculates, according to Equation (40), a deflection amount w_std(a_w(C_m,n),t) obtained by replacing, with time, the deflection amount w_std(r) caused by the n-th axle of the C_m-th vehicle and represented by Equation (35). In Equation (40), a function R(t) is expressed by Equation (41). FIG. 10 shows an example of the deflection amount w_std (a_w(C_m,n),t).

$\begin{array}{cc}{w}_{\mathrm{std}}\left(a_w\left(C_m,n\right),t\right)=\{\begin{array}{cc}0& \mathrm{if}\left(t<t_0\left(C_m,n\right)\right)\\ \frac{8}{t_{\ln }}\left\{{t_{\mathrm{xn}}\left(\frac{t-t_0\left(C_m,n\right)}{t_{\ln }}\right)}^3+\left(\frac{t_{\mathrm{xn}}^3}{t_{\ln }^2}+2t_{\mathrm{xn}}\right)\left(\frac{t-t_0\left(C_m,n\right)}{t_{\ln }}\right)-R\left(t\right)\right\}& \mathrm{if}\left(t_0\left(C_m,n\right)\le t\le t_0\left(C_m,n\right)+t_{\ln }\right)\\ 0& \mathrm{if}\left(t_0\left(C_m,n\right)+t_{\ln }<t\right)\end{array}& \left(40\right)\end{array}$ $\begin{array}{cc}R\left(t\right)=\{\begin{array}{cc}0& \mathrm{if}\left(t<t_0\left(C_m,n\right)\right)\\ t_{\ln }{\left(\frac{t-t_0\left(C_m,n\right)}{t_{\ln }}\right)}^3+\frac{3t_{\mathrm{xn}}^2}{t_{\ln }}\left(\frac{t-t_0\left(C_m,n\right)}{t_{\ln }}\right)& \mathrm{if}\left(t_0\left(C_m,n\right)\le t\le t_0\left(C_m,n\right)+t_{\ln }\bigcap t_{\mathrm{xn}}>t-t_0\left(C_m,n\right)\right)\\ 3{t_{\mathrm{xn}}\left(\frac{t-t_0\left(C_m,n\right)}{t_{\ln }}\right)}^2+\frac{t_{\mathrm{xn}}^3}{t_{\ln }^2}& \mathrm{if}\left(t_0\left(C_m,n\right)\le t\le t_0\left(C_m,n\right)+t_{\ln }\bigcap t_{\mathrm{xn}}\le t-t_0\left(C_m,n\right)\right)\\ 0& \mathrm{if}\left(t_0\left(C_m,n\right)+t_{\ln }<t\right)\end{array}& \left(41\right)\end{array}$

The measurement device 1 calculates a deflection amount C_std(C_m,t) caused by the C_m-th vehicle according to Equation (42). FIG. 11 shows an example of the deflection amount C_std(C_m,t) caused by the C_m-th vehicle with the number of axles n=4.

$\begin{array}{cc}{C}_{\mathrm{std}}\left(C_m,t\right)=\stackrel{a_T\left(C_m\right)}{\sum _{n=1}}{w}_{\mathrm{std}}\left(a_w\left(C_m,n\right),t\right)& \left(42\right)\end{array}$

The measurement device 1 further calculates a deflection amount T_std(t) caused by the railway vehicle 6 according to Equation (43). FIG. 12 shows an example of the deflection amount T_std(t) caused by the railway vehicle 6 with the number of vehicles C_T=16. In FIG. 12, the broken line indicates 16 deflection amounts C_std(1,t) to C_std(16,t).

$\begin{array}{cc}{T}_{\mathrm{std}}\left(t\right)=\stackrel{C_T}{\sum _{C_m=1}}{C}_{\mathrm{std}}\left(C_m,t\right)& \left(43\right)\end{array}$

Next, the measurement device 1 generates a deflection amount T_{std_lp}(t), obtained by performing filter processing on the deflection amount T_std(t), in order to reduce the vibration component having a fundamental frequency F_M included in the deflection amount T_std (t) and a harmonic of the vibration component. The filter processing may be, for example, low-pass filter processing or band-pass filter processing.

Specifically, first, the measurement device 1 calculates a power spectrum density by performing fast Fourier transform processing on the deflection amount T_std(t), and calculates a peak of the power spectrum density as the fundamental frequency F_M. Then, the measurement device 1 calculates a basic cycle T_M based on the fundamental frequency F_M according to Equation (44), and calculates a moving average interval k_mM, adjusted to a time resolution of the data, by dividing the basic cycle T_M by ΔT as in Equation (45). The basic cycle T_M is a cycle corresponding to the fundamental frequency F_M, and T_M>2ΔT.

$\begin{array}{cc}{T}_M=\frac{1}{f_M}& \left(44\right)\end{array}$ $\begin{array}{cc}{k}_{\mathrm{mM}}=2\lfloor \frac{T_M}{2\Delta T}\rfloor +1& \left(45\right)\end{array}$

Then, the measurement device 1 performs, as the filter processing, moving average processing on the deflection amount T_std (t) in the basic cycle T_M according to Equation (46) to calculate the deflection amount T_{std_lp}(t) in which the vibration component included in the deflection amount T_std(t) is reduced. In the moving average processing, not only a necessary calculation amount is small, but also an attenuation amount of the signal component of the fundamental frequency F_M and the harmonic component of the signal component is very large, so that the deflection amount T_{std_lp}(t) in which the vibration component is effectively reduced is obtained. FIG. 13 shows an example of the deflection amount T_{std_lp} (t). As shown in FIG. 13, the deflection amount T_{std_lp}(t) from which the vibration component included in the deflection amount T_std (t) is almost removed is obtained.

$\begin{array}{cc}{T}_{\mathrm{std}\_\mathrm{lp}}\left(k\right)=\frac{1}{k_{\mathrm{mM}}}\stackrel{k+\frac{k_{\mathrm{mM}}-1}{2}}{\sum _{n=k-\frac{k_{\mathrm{mM}}-1}{2}}}{T}_{\mathrm{std}}\left(n\right)& \left(46\right)\end{array}$

The measurement device 1 may generate the deflection amount T_{std_lp}(t) by performing, as the filter processing, FIR filter processing for attenuating a signal component having a frequency equal to or higher than the fundamental frequency F_M, on the deflection amount T_std (t). In the FIR filter processing, although a calculation amount is larger than that of the moving average processing, all signal components having a frequency equal to or higher than the fundamental frequency F_f can be attenuated.

FIG. 14 shows the measurement data u_lp(t) shown in FIG. 6 and the deflection amount T_{std_lp}(t) shown in FIG. 13 in an overlapping manner. The deflection amount T_{std_lp}(t) is considered to be a deflection amount proportional to the load of the railway vehicle 6 passing through the superstructure 7, and it is assumed that a linear function of the deflection amount T_{std_lp}(t) is substantially equal to the measurement data u_lp(t). That is, the measurement device 1 approximates the measurement data u_lp(t) by the linear function of the deflection amount T_{std_lp}(t) as in Equation (47). An approximate time interval is a time interval between the entry time point t_i and the exit time point t_o or a time interval in which the amplitude of the deflection amount T_{std_lp}(t) is 0.

u _lp(t)≅c₁T_{std_lp}(t)+c₀  (47)

Then, the measurement device 1 calculates a first-order coefficient c₁ and a zero-order coefficient c₀ of the linear function represented by Equation (47). For example, the measurement device 1 calculates, using a least-squares method, the first-order coefficient c₁ and the zero-order coefficient c₀ at which an error e(t) represented by Equation (48), that is, a difference between the measurement data u_lp(t) and the linear function of Equation (47) is minimized.

$\begin{array}{cc}e\left(t\right)=u_{\mathrm{lp}}\left(t\right)-c_1{T}_{\mathrm{std}\_\mathrm{lp}}\left(t\right)+c_0{t}_i\le t\le t_o& \left(48\right)\end{array}$

The first-order coefficient c₁ and the zero-order coefficient c₀ are calculated according to Equation (49) and Equation (50), respectively. A data section corresponding to the approximate time interval is set as k_a≤k≤k_b.

$\begin{array}{cc}{c}_1=\left\{n\stackrel{k_b}{\sum _{k=k_a}}{u}_{\mathrm{lp}}\left(k\right)T_{{\mathrm{std}}_{\mathrm{lp}}}\left(k\right)-\stackrel{k_b}{\sum _{k=k_a}}{T}_{{\mathrm{std}}_{\mathrm{lp}}}\left(k\right)\stackrel{k_b}{\sum _{k=k_a}}{u}_{\mathrm{lp}}\left(k\right)\right\}/\left\{n\stackrel{k_b}{\sum _{k=k_a}}{T_{{\mathrm{std}}_{\mathrm{lp}}}\left(k\right)}^2-\stackrel{k_b}{\sum _{k=k_a}}{T_{{\mathrm{std}}_{\mathrm{lp}}}\left(k\right)}^2\right\}& \left(49\right)\end{array}$ $n\stackrel{k_b}{\sum _{k=k_a}}1$ $\begin{array}{cc}{c}_0=\left\{\stackrel{k_b}{\sum _{k=k_a}}{u}_{\mathrm{lp}}\left(k\right)-c_1\stackrel{k_b}{\sum _{k=k_a}}{T}_{\mathrm{std}\_\mathrm{lp}}\left(k\right)\right\}/n& \left(50\right)\end{array}$ $n=\stackrel{k_b}{\sum _{k=k_a}}1$

Then, the measurement device 1 calculates a deflection amount T_{Estd_lp}(t) in which the deflection amount T_{std_lp}(t) is adjusted using the first-order coefficient c₁ and the zero-order coefficient c₀, as in Equation (51). As shown in Equation (51), the deflection amount T_{Estd_lp}(t) basically corresponds to a right side of Equation (47), and the zero-order coefficient c₀ is set to 0 in an interval before the entry time point t_i and an interval after the exit time point t_o. FIG. 15 shows an example of the deflection amount T_{Estd_lp}(t).

$\begin{array}{cc}{T}_{\mathrm{Estd}\_\mathrm{lp}}\left(t\right)=\{\begin{array}{cc}t<t_i& c_1{T}_{\mathrm{std}\_\mathrm{lp}}\left(t\right)\\ t_i\le t\le t_o& c_1{T}_{\mathrm{std}\_\mathrm{lp}}\left(t\right)+c_0\\ t_o<t& c_1{T}_{\mathrm{std}\_\mathrm{lp}}\left(t\right)\end{array}& \left(51\right)\end{array}$

As in Equation (52), it is assumed that a linear function of the deflection amount T_std (t) using the first-order coefficient c₁ calculated according to Equation (49) and the zero-order coefficient c₀ calculated according to Equation (50) is substantially equal to the measurement data u(t).

$\begin{array}{cc}u\left(t\right)\cong c_1{T}_{\mathrm{std}}\left(t\right)+c_0{t}_i\le t\le t_o& \left(52\right)\end{array}$

A deflection amount T_Estd(t) obtained by adjusting the deflection amount T_std (t) using the first-order coefficient c₁ and the zero-order coefficient c₀ is calculated according to Equation (53). A right side of Equation (53) is obtained by replacing T_{std_lp}(t) on a right side of Equation (51) with T_std (t). FIG. 16 shows an example of the deflection amount T_Estd(t).

$\begin{array}{cc}{T}_{\mathrm{Estd}}\left(t\right)=\{\begin{array}{cc}t<t_i& c_1{T}_{\mathrm{std}}\left(t\right)\\ t_i\le t\le t_o& c_1{T}_{\mathrm{std}}\left(t\right)+c_0\\ t_o<t& c_1{T}_{\mathrm{std}}\left(t\right)\end{array}& \left(53\right)\end{array}$

Next, the measurement device 1 calculates an amplitude ratio R_T between the deflection amount T_{Estd_lp}(t) and the deflection amount T_{std_lp}(t) in a predetermined interval according to Equation (54) with t=kΔT. In Equation (54), a numerator is an average value of n+1 samples of the deflection amount T_{Estd_lp}(t) included in a predetermined interval which is a part of an interval in which the waveform of the deflection amount T_{Estd_lp}(t) and the waveform of the deflection amount T_{std_lp}(t) are shifted, and a denominator is an average value of n+1 samples of the deflection amount T_{std_lp}(t) included in the predetermined interval. FIG. 17 shows an example of a relation between the deflection amount T_{Estd_lp}(t) and the deflection amount T_{std_lp}(t) and a predetermined interval T_avg for calculating the average values thereof.

$\begin{array}{cc}{R}_T=\left(\frac{1}{n+1}\stackrel{k_0+n}{\sum _{{}^{k=k_0}}}{T}_{\mathrm{Estd}\_\mathrm{lp}}\left(k\right)\right)/\left(\frac{1}{n+1}\stackrel{k_0+n}{\sum _{{}^{k=k_0}}}{T}_{\mathrm{std}\_\mathrm{lp}}\left(k\right)\right)& \left(54\right)\end{array}$

Next, the measurement device 1 compares a product R_TT_{std_lp}(t) of the amplitude ratio RT and the deflection amount T_{std_lp}(t) with the zero-order coefficient c₀ to calculate an offset T_{offset_std}(t). Specifically, the measurement device 1 calculates the offset T_{offset_std}(t) by replacing, with the zero-order coefficient c₀, an interval of the product R_TT_{std_lp}(t) in which an absolute value of the product R_TT_{std_lp}(t) of the amplitude ratio RT and the deflection amount T_{std_lp}(t) is bigger than an absolute value of the zero-order coefficient c₀, as in Equation (55). FIG. shows an example of the offset T_{offset_std}(t). In the example of FIG. 18, since the amplitude of the deflection amount T_{std_lp}(t) is 0 or negative, the measurement device 1 calculates the offset T_{offset_std}(t) by replacing, with the zero-order coefficient c₀, an interval in which the product R_TT_{std_lp}(t) is smaller than the zero-order coefficient c₀.

$\begin{array}{cc}{T}_{\mathrm{offset}\_\mathrm{std}}\left(t\right)=\{\begin{array}{cc}{R}_T{T}_{\mathrm{std}\_\mathrm{lp}}\left(t\right)\ge c_0& R_T{T}_{\mathrm{std}\_\mathrm{lp}}\left(t\right)\\ R_T{T}_{\mathrm{std}\_\mathrm{lp}}\left(t\right)<c_0& c_0\end{array}& \left(55\right)\end{array}$

Next, the measurement device 1 calculates a deflection amount T_EOstd(t) by adding a product c₁T_std (t) of the first-order coefficient c₁ and the deflection amount T_std (t) and the offset T_{offset_std}(t), as in Equation (56). The deflection amount T_EOstd(t) corresponds to the static response when the railway vehicle 6 passes through the superstructure 7. FIG. 19 shows an example of the deflection amount T_EOstd(t). FIG. 20 shows a relation between the measurement data u(t) and the deflection amount T_EOstd(t).

T _EOstd(t)=c₁T_std(t)+T_{offset_std}(t)  (56)

Then, the measurement device 1 calculates natural vibration u_nv(t) by subtracting the deflection amount T_EOstd(t) from the measurement data u(t) as in Equation (57). The natural vibration u_nv(t) corresponds to the dynamic response when the railway vehicle 6 passes through the superstructure 7. FIG. 21 shows an example of the natural vibration u_nv(t).

u _nv(t)=u(t)−T_EOstd(t)  (57)

1-3. Procedure of Measurement Method

FIG. 22 is a flowchart showing an example of a procedure of the measurement method according to the first embodiment. In the present embodiment, the measurement device 1 executes the procedure shown in FIG. 22.

As shown in FIG. 22, first, in an observation data acquisition step S10, the measurement device 1 acquires the acceleration data a(k) which is observation data output from the sensor 2 which is an observation device.

Next, in a first measurement data generation step S20, the measurement device 1 generates, based on the acceleration data a(k) which is the observation data acquired in step S10, the measurement data u(t) which is first measurement data based on the acceleration as the physical quantity, which is the response to the actions of the plurality of axles of the railway vehicle 6 moving on the superstructure 7 on the observation point R. An example of a procedure of the first measurement data generation step S20 will be described later.

Next, in a second measurement data generation step S30, the measurement device 1 generates the measurement data u_lp(t), which is second measurement data in which a vibration component is reduced by the measurement device 1 performing filter processing on the measurement data u(t) generated in step S20. For example, the measurement device 1 performs, as the filter processing, low-pass filter processing for attenuating the vibration component having a frequency equal to or higher than the fundamental frequency F_f of the measurement data u(t). An example of a procedure of the second measurement data generation step S30 will be described later.

Next, in an observation information generation step S40, the measurement device 1 generates the observation information including the entry time point t_i and the exit time point t_o of the railway vehicle 6 with respect to the superstructure 7. The entry time point t_i is the time point at which the leading axle of the plurality of axles of the railway vehicle 6 passes through the entry end of the superstructure 7, and the exit time point t_o is the time point at which the rearmost axle of the plurality of axles of the railway vehicle 6 passes through the exit end of the superstructure 7. In the present embodiment, the measurement device 1 calculates the entry time point t_i and the exit time point t_o based on the measurement data u_lp(t) generated in step S30. Further, the measurement device 1 generates the number of vehicles C_T. An example of a procedure of the observation information generation step S40 will be described later.

Next, in an average velocity calculation step S50, the measurement device 1 calculates the average velocity v_a of the railway vehicle 6 based on the observation information generated in step S40 and the environment information which is created in advance and includes the dimension of the railway vehicle 6 and the dimension of the superstructure 7. The environment information includes the length L_B of the superstructure 7, the position L_x of the observation point R, the length L_C(C_m) of each vehicle of the railway vehicle 6, the number of axles a_T(C_m) of each vehicle, and the distance La(a_w(C_m,n)) between the axles corresponding to the position of each of the plurality of axles of the railway vehicle 6. An example of a procedure of the average velocity calculation step S50 will be described later.

Next, in a first deflection amount calculation step S60, the measurement device 1 calculates the deflection amount T_std(t), which is a first deflection amount of the superstructure 7 caused by the railway vehicle 6, based on the approximate equation of the deflection of the superstructure 7, which is Equation (35), the observation information generated in step S40, the environment information, and the average velocity v_a of the railway vehicle 6 calculated in step S50. Specifically, the measurement device 1 calculates the deflection amount w_std(a_w(C_m,n),t) of the superstructure 7 caused by each of the plurality of axles based on the approximate equation of the deflection of the superstructure 7, the observation information, the environment information, and the average velocity v_a, and calculates the deflection amount T_std(t) by adding the deflection amount w_std(a_w(C_m,n),t) of the superstructure 7 caused by each of the plurality of axles. An example of a procedure of the first deflection amount calculation step S60 will be described later.

Next, in a second deflection amount calculation step S70, the measurement device 1 calculates the deflection amount T_{std_lp}(t), which is a second deflection amount in which a vibration component is reduced by the measurement device 1 performing filter processing on the deflection amount T_std (t) calculated in step S60. For example, the measurement device 1 performs, as the filter processing, low-pass filter processing for attenuating the vibration component having a frequency equal to or higher than the fundamental frequency F_M of the deflection amount T_std (t). An example of a procedure of the second deflection amount calculation step S70 will be described later.

Next, in a coefficient calculation step S80, the measurement device 1 approximates the measurement data u_lp(t) generated in step S30 with the linear function of the deflection amount T_{std_lp}(t) calculated in step S70, and calculates the first-order coefficient c₁ and the zero-order coefficient c₀ of the linear function. Specifically, the measurement device 1 approximates the measurement data u_lp(t) with the linear function of the deflection amount T_{std_lp}(t) as in Equation (47), and calculates the first-order coefficient c₁ and the zero-order coefficient c₀ according to Equation (49) and Equation (50) using the least-squares method.

Next, in a third deflection amount calculation step S90, the measurement device 1 calculates the deflection amount T_{Estd_lp}(t), which is a third deflection amount, based on the first-order coefficient c₁ and the zero-order coefficient c₀ calculated in step S80 and the deflection amount T_{std_lp}(t) calculated in step S70. Specifically, the measurement device 1 calculates the deflection amount T_{Estd_lp}(t), which is a product c₁T_{std_lp}(t) of the first-order coefficient c₁ and the deflection amount T_{std_lp}(t) in the interval before the entry time point t_i and the interval after the exit time point t_o, and is a sum of the product c₁T_{std_lp}(t) and the zero-order coefficient c₀ in an interval from the entry time point t_i to the exit time point t_o, as in Equation (51).

Next, in an offset calculation step S100, the measurement device 1 calculates the offset T_{offset_std}(t) based on the zero-order coefficient c₀ calculated in step S80, the deflection amount T_{std_lp}(t) calculated in step S70, and the deflection amount T_{Estd_lp}(t) calculated in step S90. An example of a procedure of the offset calculation step S100 will be described later.

Next, in a first static response calculation step S110, the measurement device 1 calculates the deflection amount T_EOstd(t) as a first static response by adding the product c₁T_std (t) of the first-order coefficient c₁ calculated in step S80 and the deflection amount T_std(t) calculated in step S60 and the offset T_{offset_std}(t) calculated in step S100, as in Equation (56).

Next, in a first dynamic response calculation step S120, the measurement device 1 calculates the natural vibration u_nv(t) as a first dynamic response by subtracting the deflection amount T_EOstd(t) as the first static response calculated in step S110 from the measurement data u(t) generated in step S20, as in Equation (57).

Next, in a measurement data output step S130, the measurement device 1 outputs, to the monitoring device 3, measurement data including the deflection amount T_EOstd(t) as the first static response calculated in step S110 and the natural vibration u_nv(t) as the first dynamic response calculated in step S120. Specifically, the measurement device 1 transmits the measurement data to the monitoring device 3 via the communication network 4. The measurement data may include the measurement data u(t) and u_lp(t), the deflection amounts T_std(t), T_{std_lp}(t), and T_{Estd_lp}(t), and the like, in addition to the deflection amount T_EOstd(t) and the natural vibration u_nv(t).

Then, the measurement device 1 repeats the processing of steps S10 to S130 until the measurement is completed in step S140.

FIG. 23 is a flowchart showing an example of the procedure of the first measurement data generation step S20 of FIG. 22.

As shown in FIG. 23, in step S201, the measurement device 1 integrates the acceleration data a(t) output from the sensor 2 to generate velocity data v(t) as in Equation (1).

Then, in step S202, the measurement device 1 integrates the velocity data v(t) generated in step S201 to generate the measurement data u(t), as in Equation (2).

As described above, in the present embodiment, the measurement data u(t) is data of the displacement of the superstructure 7 caused by the railway vehicle 6 which is a moving object moving on the superstructure 7 which is a structure, and is data obtained by integrating twice the acceleration in the direction intersecting the surface of the superstructure 7 on which the railway vehicle 6 moves. Therefore, the measurement data u(t) includes data having a waveform projecting in a positive direction or a negative direction, specifically, a rectangular waveform, a trapezoidal waveform, or a sine half-wave waveform. The rectangular waveform includes not only an accurate rectangular waveform but also a waveform approximate to the rectangular waveform. Similarly, the trapezoidal waveform includes not only an accurate trapezoidal waveform but also a waveform approximate to the trapezoidal waveform. Similarly, the sine half-wave waveform includes not only an accurate sine half-wave waveform but also a waveform approximate to the sine half-wave waveform.

FIG. 24 is a flowchart showing an example of the procedure of the second measurement data generation step S30 of FIG. 22.

As shown in FIG. 24, in step S301, the measurement device 1 calculates the power spectrum density by performing fast Fourier transform processing on the measurement data u(t) calculated in step S202 of FIG. 23, and calculates the peak of the power spectrum density as the fundamental frequency Ff.

Then, in step S302, the measurement device 1 generates the measurement data u_lp(t) by performing low-pass filter processing for attenuating the vibration component having a frequency equal to or higher than the fundamental frequency F_f of the measurement data u(t). The measurement device 1 may generate the measurement data u_lp(t) by performing, as the low-pass filter processing, moving average processing on the measurement data u(t) in the basic cycle T_f corresponding to the fundamental frequency F_f, as in Equation (5). Alternatively, the measurement device 1 may generate the measurement data u_lp(t) by performing, as the low-pass filter processing, FIR filter processing for attenuating the signal component having a frequency equal to or higher than the fundamental frequency F_f on the measurement data u(t).

FIG. 25 is a flowchart showing an example of the procedure of the observation information generation step S40 of FIG. 22.

As shown in FIG. 25, first, in step S401, the measurement device 1 calculates, as the amplitude u_a, the average value in the interval from the time point t_i to the time point t₂ in which the amplitude of the measurement data u_lp(t) generated in step S302 of FIG. 24 is shifted, according to Equation (6).

Then, in step S402, the measurement device 1 calculates, as the entry time point t_i, a first time point at which the amplitude of the measurement data u_lp(t) matches or exceeds the threshold C_Lu_a which is the product of the predetermined coefficient C_L and the amplitude u_a calculated in step S401.

In step S403, the measurement device 1 calculates, as the exit time point t_o, a second time point after the first time point at which the amplitude of the measurement data u_lp(t) matches or exceeds the threshold C_Lu_a.

In step S404, the measurement device 1 calculates the difference between the exit time point t_o and the entry time point t_i as the passing time t_s as in Equation (7).

Next, in step S405, the measurement device 1 calculates, as the number of vehicles CT of the railway vehicle 6, the maximum integer less than or equal to the number obtained by subtracting 1 from the product t_sF_f of the passing time t_s calculated in step S404 and the fundamental frequency F_f calculated in step S301 of FIG. 24, as in Equation (8).

Then, in step S406, the measurement device 1 generates the observation information including the entry time point t_i calculated in step S402, the exit time point t_o calculated in step S403, the passing time t_s calculated in step S404, and the number of vehicles C_T calculated in step S405.

FIG. 26 is a flowchart showing an example of the procedure of the average velocity calculation step S50 of FIG. 22.

In step S501, the measurement device 1 calculates, based on the environment information, the distance D_wa(a_w(C_T,a_T(C_T))) from the leading axle to the rearmost axle of the railway vehicle 6 according to Equation (11).

In step S502, the measurement device 1 calculates, based on the environment information, the distance from the entry end to the exit end of the superstructure 7. In the present embodiment, the distance from the entry end to the exit end of the superstructure 7 is the length L_B of the superstructure 7 included in the environment information.

Then, in step S503, the measurement device 1 calculates the average velocity v_a of the railway vehicle 6 according to Equation (12), based on the entry time point t₁ and the exit time point t_o included in the observation information generated in step S406 of FIG. 25, the distance D_wa(a_w(C_T,a_T(C_T))) from the leading axle to the rearmost axle of the railway vehicle 6 calculated in step S501, and the length L_B of the superstructure 7 which is the distance from the entry end to the exit end of the superstructure 7 calculated in step S502.

FIG. 27 is a flowchart showing an example of the procedure of the first deflection amount calculation step S60 of FIG. 22.

First, in step S601, the measurement device 1 calculates, based on the environment information, each distance D_wa(a_w(C_m,n)) from the leading axle to the n-th axle of the C_m-th vehicle of the railway vehicle 6, according to Equation (10).

Next, in step S602, the measurement device 1 calculates the time t_xn required for a certain axle of the railway vehicle 6 to reach the position L_x of the observation point R from the entry end of the superstructure 7 using the position L_x of the observation point R included in the environment information and the average velocity v_a calculated in step S503 of FIG. 26, according to Equation (37).

In step S603, the measurement device 1 calculates the time t_ln required for a certain axle of the railway vehicle 6 to pass through the superstructure 7 using the length L_B of the superstructure 7, which is the distance from the entry end to the exit end of the superstructure 7 calculated in step S502 of FIG. 26, and the average velocity v_a, according to Equation (38).

In step S604, the measurement device 1 calculates a time point t₀(C_m,n) at which the n-th axle of the C_m-th vehicle of the railway vehicle 6 reaches the entry end of the superstructure 7 using the entry time point t_i included in the observation information generated in step S406 of FIG. 25, the distance D_wa(a_w(C_m,n)) calculated in step S601, and the average velocity v_a, according to Equation (39).

Next, in step S605, the measurement device 1 calculates the deflection amount w_std (a_w(C_m,n),t) of the superstructure 7 caused by the n-th axle of the C_m-th vehicle using the approximate equation of the deflection of the superstructure 7, which is Equation (35), the time t_xn calculated in step S602, the time t_ln calculated in step S603, and the time point t₀(C_m,n) calculated in step S604, according to Equation (40).

Next, in step S606, the measurement device 1 calculates, according to Equation (42), the deflection amount C_std (C_m,t) of the superstructure 7 caused by each vehicle by adding the deflection amount w_std(a_w(C_m,n),t) of the superstructure 7 caused by each axle of each vehicle calculated in step S605.

Then, in step S607, the measurement device 1 calculates, according to Equation (43), the deflection amount T_std (t) of the superstructure 7 caused by the railway vehicle 6 by adding the deflection amount C_std (Cm, t) of the superstructure 7 caused by each vehicle, which is calculated in step S606.

FIG. 28 is a flowchart showing an example of the procedure of the second deflection amount calculation step S70 of FIG. 22.

As shown in FIG. 28, in step S701, the measurement device 1 calculates the power spectrum density by performing fast Fourier transform processing on the deflection amount T_std (t) calculated in step S607 of FIG. 27, and calculates the peak of the power spectrum density as the fundamental frequency F_M.

Then, in step S702, the measurement device 1 calculates the deflection amount T_{std_lp}(t) by performing low-pass filter processing for attenuating the vibration component having a frequency equal to or higher than the fundamental frequency F_M of the deflection amount T_std (t). The measurement device 1 may calculate the deflection amount T_{std_lp}(t) by performing, as the low-pass filter processing, moving average processing on the deflection amount T_std (t) in the basic cycle T_M corresponding to the fundamental frequency F_M, according to Equation (46). Alternatively, the measurement device 1 may calculate the deflection amount T_{std_lp}(t) by performing, as the low-pass filter processing, FIR filter processing for attenuating the signal component having a frequency equal to or higher than the fundamental frequency F_M on the deflection amount T_std (t).

FIG. 29 is a flowchart showing an example of the procedure of the offset calculation step S100 of FIG. 22.

As shown in FIG. 29, in step S1001, the measurement device 1 calculates the amplitude ratio R_T in a predetermined interval between the deflection amount T_{Estd_lp}(t) calculated in step S90 of FIG. 22 and the deflection amount T_{std_lp}(t) calculated in step S702 of FIG. 28, according to Equation (54).

Then, in step S1002, the measurement device 1 calculates the offset T_{offset_std}(t) by replacing, with the zero-order coefficient c₀, the interval of the product R_TT_{std_lp}(t) in which the absolute value of the product R_TT_{std_lp}(t) of the amplitude ratio R_T calculated in step S1001 and the deflection amount T_{std_lp}(t) is bigger than the absolute value of the zero-order coefficient c₀ calculated in step S80 of FIG. 22, as in Equation (55).

1-4. Configuration of Observation Device, Measurement Device, and Monitoring Device

FIG. 30 is a diagram showing a configuration example of the sensor 2 which is the observation device, the measurement device 1, and the monitoring device 3.

As shown in FIG. 30, the sensor 2 includes a communication unit 21, an acceleration sensor 22, a processor 23, and a storage unit 24.

The storage unit 24 is a memory that stores various programs, data, and the like for the processor 23 to perform calculation processing and control processing. Further, the storage unit 24 stores programs, data, and the like for the processor 23 to implement predetermined application functions.

The acceleration sensor 22 detects an acceleration generated in each axial direction of the three axes.

The processor 23 controls the acceleration sensor 22 by executing an observation program 241 stored in the storage unit 24, generates observation data 242 based on the acceleration detected by the acceleration sensor 22, and stores the generated observation data 242 in the storage unit 24. In the present embodiment, the observation data 242 is the acceleration data a(k).

The communication unit 21 transmits the observation data 242 stored in the storage unit 24 to the measurement device 1 under the control of the processor 23.

As shown in FIG. 30, the measurement device 1 includes a first communication unit 11, a second communication unit 12, a storage unit 13, and a processor 14.

The first communication unit 11 receives the observation data 242 from the sensor 2, and outputs the received observation data 242 to the processor 14. As described above, the observation data 242 is the acceleration data a(k).

The storage unit 13 is a memory that stores programs, data, and the like for the processor 14 to perform calculation processing and control processing. The storage unit 13 stores programs, data, and the like for the processor 14 to implement predetermined application functions. The processor 14 may receive various programs, data, and the like via the communication network 4 and store the programs, data, and the like in the storage unit 13.

The processor 14 generates measurement data 135 based on the observation data 242 received by the first communication unit 11 and environment information 132 stored in advance in the storage unit 13, and stores the generated measurement data 135 in the storage unit 13.

In the present embodiment, the processor 14 functions as an observation data acquisition unit 141, a first measurement data generation unit 142, a second measurement data generation unit 143, an observation information generation unit 144, an average velocity calculation unit 145, a first deflection amount calculation unit 146, a second deflection amount calculation unit 147, a coefficient calculation unit 148, a third deflection amount calculation unit 149, an offset calculation unit 150, a first static response calculation unit 151, a first dynamic response calculation unit 152, and a measurement data output unit 153 by executing a measurement program 131 stored in the storage unit 13. That is, the processor 14 includes the observation data acquisition unit 141, the first measurement data generation unit 142, the second measurement data generation unit 143, the observation information generation unit 144, the average velocity calculation unit 145, the first deflection amount calculation unit 146, the second deflection amount calculation unit 147, the coefficient calculation unit 148, the third deflection amount calculation unit 149, the offset calculation unit 150, the first static response calculation unit 151, the first dynamic response calculation unit 152, and the measurement data output unit 153.

The observation data acquisition unit 141 acquires the observation data 242 received by the first communication unit 11, and stores the observation data 242 in the storage unit 13 as observation data 133. That is, the observation data acquisition unit 141 performs the processing of the observation data acquisition step S10 in FIG. 22.

The first measurement data generation unit 142 reads the observation data 133 stored in the storage unit 13, and generates, based on the acceleration data a(t) which is the observation data 133, the measurement data u(t) which is the first measurement data based on the acceleration as the physical quantity, which is the response to the actions of the plurality of axles of the railway vehicle 6 moving on the superstructure 7 on the observation point R. Specifically, the first measurement data generation unit 142 integrates the acceleration data a(t), which is the observation data 133, to generate the velocity data v(t) as in Equation (1), and further integrates the velocity data v(t) to generate the measurement data u(t) as in Equation (2). That is, the first measurement data generation unit 142 performs the processing of the first measurement data generation step S20 in FIG. 22, specifically, the processing of steps S201 and S202 in FIG. 23.

The second measurement data generation unit 143 generates the measurement data u_lp(t), which is the second measurement data in which the vibration component is reduced by performing filter processing on the measurement data u(t) generated by the first measurement data generation unit 142. For example, the second measurement data generation unit 143 performs, as the filter processing, low-pass filter processing for attenuating the vibration component having a frequency equal to or higher than the fundamental frequency F_f of the measurement data u(t). Specifically, the second measurement data generation unit 143 calculates the power spectrum density by performing fast Fourier transform processing on the measurement data u(t), calculates the peak of the power spectrum density as the fundamental frequency F_f, and generates the measurement data u_lp(t) by performing low-pass filter processing for attenuating the vibration component having a frequency equal to or higher than the fundamental frequency F_f of the measurement data u(t). The second measurement data generation unit 143 may generate the measurement data u_lp(t) by performing, as the low-pass filter processing, moving average processing on the measurement data u(t) in the basic cycle T_f corresponding to the fundamental frequency F_f, as in Equation (5). Alternatively, the second measurement data generation unit 143 may generate the measurement data u_lp(t) by performing, as the low-pass filter processing, FIR filter processing for attenuating the signal component having a frequency equal to or higher than the fundamental frequency F_f on the measurement data u(t). That is, the second measurement data generation unit 143 performs the processing of the second measurement data generation step S30 in FIG. 22, specifically, the processing of steps S301 and S302 in FIG. 24.

Based on the measurement data u_lp(t) generated by the second measurement data generation unit 143, the observation information generation unit 144 generates observation information 134 including the entry time point t₁ and the exit time point t_o of the railway vehicle 6 with respect to the superstructure 7, and stores the observation information 134 in the storage unit 13. Specifically, first, the observation information generation unit 144 calculates, as the amplitude u_a, the average value of the interval from the time point t₁ to the time point t₂ in which the amplitude of the measurement data u_lp(t) is shifted, according to Equation (6). Next, the observation information generation unit 144 calculates, as the entry time point t_i, the first time point at which the amplitude of the measurement data u_lp(t) matches or exceeds the threshold C_Lu_a which is the product of the predetermined coefficient C_L and the amplitude u_a. The observation information generation unit 144 calculates, as the exit time point t_o, the second time point after the first time point at which the amplitude of the measurement data u_lp(t) matches or exceeds the threshold C_Lu_a. The observation information generation unit 144 calculates the difference between the exit time point t_o and the entry time point t_i as the passing time t_s as in Equation (7). Next, the observation information generation unit 144 calculates, as the number of vehicles C_T of the railway vehicle 6, a maximum integer less than or equal to the number obtained by subtracting 1 from the product t_sF_f of the passing time t_s and the fundamental frequency F_f, as in Equation (8). Then, the observation information generation unit 144 generates the observation information 134 including the entry time point t_i, the exit time point t_o, the passing time t_s, and the number of vehicles C_T. That is, the observation information generation unit 144 performs the processing of the observation information generation step S40 in FIG. 22, specifically, the processing of steps S401 to S406 in FIG. 25.

The average velocity calculation unit 145 calculates the average velocity v_a of the railway vehicle 6 based on the observation information 134 stored in the storage unit 13 and the environment information 132 which is created in advance and stored in the storage unit 13 and includes the dimensions of the railway vehicle 6 and the dimensions of the superstructure 7. Specifically, the average velocity calculation unit 145 calculates, based on the environment information 132, the distance D_wa(a_w(C_T,a_T(C_T))) from the leading axle to the rearmost axle of the railway vehicle 6 according to Equation (11). The average velocity calculation unit 145 calculates the length L_B of the superstructure 7, which is the distance from the entry end to the exit end of the superstructure 7, based on the environment information 132. Then, the average velocity calculation unit 145 calculates the average velocity v_a of the railway vehicle 6 according to Equation (12), based on the entry time point t_i and the exit time point t_o included in the observation information 134, the distance D_wa(a_w(C_T,a_T(C_T))), and the length L_B of the superstructure 7. That is, the average velocity calculation unit 145 performs the processing of the average velocity calculation step S50 in FIG. 22, specifically, the processing of steps S501, S502, and S503 in FIG. 26.

The first deflection amount calculation unit 146 calculates the deflection amount T_std (t), which is the first deflection amount of the superstructure 7 caused by the railway vehicle 6, based on the approximate equation of the deflection of the superstructure 7, which is Equation (35), the observation information 134 stored in the storage unit 13, the environment information 132 stored in the storage unit 13, and the average velocity v_a of the railway vehicle 6 calculated by the average velocity calculation unit 145. Specifically, first, the first deflection amount calculation unit 146 calculates, based on the environment information 132, the distance D_wa(a_w(C_m,n)) from the leading axle to the n-th axle of the C_m-th vehicle of the railway vehicle 6, according to Equation (10). Next, the first deflection amount calculation unit 146 calculates the time t_xn required for a certain axle of the railway vehicle 6 to reach the position L_x of the observation point R from the entry end of the superstructure 7 using the position L_x of the observation point R included in the environment information 132 and the average velocity v_a, according to Equation (37). The first deflection amount calculation unit 146 calculates the time t_ln required for a certain axle of the railway vehicle 6 to pass through the superstructure 7 using the length L_B of the superstructure 7, which is the distance from the entry end to the exit end of the superstructure 7, and the average velocity v_a, according to Equation (38). Further, the first deflection amount calculation unit 146 calculates the time point t₀(C_m,n) at which the n-th axle of the C_m-th vehicle of the railway vehicle 6 reaches the entry end of the superstructure 7 using the entry time point t_i included in the observation information 134, the distance D_wa(a_w(C_m,n)), and the average velocity v_a, according to Equation (39). Next, the first deflection amount calculation unit 146 calculates the deflection amount w_std (a_w(C_m,n),t) of the superstructure 7 caused by the n-th axle of the C_m-th vehicle using the approximate equation of the deflection of the superstructure 7, which is Equation (35), the time t_xn the time t_ln, and the time point t₀(C_m,n), according to Equation (40). Next, the first deflection amount calculation unit 146 calculates the deflection amount C_std (C_m,t) of the superstructure 7 caused by the C_m-th vehicle using the deflection amount w_std (a_w(C_m,n),t), according to Equation (42). Then, the first deflection amount calculation unit 146 calculates the deflection amount T_std (t) of the superstructure 7 caused by the railway vehicle 6 using the deflection amount C_std (C_m,t), according to Equation (43). That is, the first deflection amount calculation unit 146 performs the processing of the first deflection amount calculation step S60 in FIG. 22, specifically, the processing of steps S601 to S607 in FIG. 27.

The second deflection amount calculation unit 147 calculates the deflection amount T_{std_lp}(t), which is the second deflection amount in which the vibration component is reduced by performing filter processing on the deflection amount T_std(t) calculated by the first deflection amount calculation unit 146. For example, the second deflection amount calculation unit 147 performs, as the filter processing, low-pass filter processing for attenuating the vibration component having a frequency equal to or higher than the fundamental frequency F_M of the deflection amount T_std(t). Specifically, the second deflection amount calculation unit 147 calculates the deflection amount T_std (t) as the fundamental frequency F_M by performing fast Fourier transform processing on the deflection amount T_std(t), and calculates the deflection amount T_{std_lp}(t) by performing low-pass filter processing for attenuating the vibration component having a frequency equal to or higher than the fundamental frequency F_M of the deflection amount T_std (t). The second deflection amount calculation unit 147 may calculate the deflection amount T_{std_lp}(t) by performing, as the low-pass filter processing, moving average processing on the deflection amount T_std(t) in the basic cycle T_M corresponding to the fundamental frequency F_M, according to Equation (46). Alternatively, the second deflection amount calculation unit 147 may calculate the deflection amount T_{std_lp}(t) by performing, as the low-pass filter processing, FIR filter processing for attenuating the signal component having a frequency equal to or higher than the fundamental frequency F_M on the deflection amount T_std (t). That is, the second deflection amount calculation unit 147 performs the processing of the second deflection amount calculation step S70 in FIG. 22, specifically, the processing of steps S701 and S702 in FIG. 28.

The coefficient calculation unit 148 approximates the measurement data u_lp(t) generated by the second measurement data generation unit 143 with the linear function of the deflection amount T_{std_lp}(t) calculated by the second deflection amount calculation unit 147, and calculates the first-order coefficient c₁ and the zero-order coefficient c₀ of the linear function. Specifically, the coefficient calculation unit 148 approximates the measurement data u_lp(t) with the linear function of the deflection amount T_{std_lp}(t) as in Equation (47), and calculates the first-order coefficient c₁ and the zero-order coefficient c₀ according to Equation (49) and Equation (50) using the least-squares method. That is, the coefficient calculation unit 148 performs the processing of the coefficient calculation step S80 in FIG. 22.

The third deflection amount calculation unit 149 calculates the deflection amount T_{Estd_lp}(t), which is the third deflection amount, based on the first-order coefficient c₁ and the zero-order coefficient c₀ calculated by the coefficient calculation unit 148 and the deflection amount T_{std_lp}(t) calculated by the second deflection amount calculation unit 147. Specifically, the third deflection amount calculation unit 149 calculates the deflection amount T_{Estd_lp}(t), which is the product c₁T_{std_lp}(t) of the first-order coefficient c₁ and the deflection amount T_{std_lp}(t) in the interval before the entry time point t_i and the interval after the exit time point t_o, and is the sum of the product c₁T_{std_lp}(t) and the zero-order coefficient c₀ in the interval from the entry time point t_i to the exit time point t_o, as in Equation (51). That is, the third deflection amount calculation unit 149 performs the processing of the third deflection amount calculation step S90 in FIG. 22.

The offset calculation unit 150 calculates the offset T_{offset_std}(t) based on the zero-order coefficient c₀ calculated by the coefficient calculation unit 148, the deflection amount T_{std_lp}(t) calculated by the second deflection amount calculation unit 147, and the deflection amount T_{Estd_lp}(t) calculated by the third deflection amount calculation unit 149. Specifically, the offset calculation unit 150 calculates the amplitude ratio R_T between the deflection amount T_{Estd_lp}(t) and the deflection amount T_{std_lp}(t) in a predetermined interval, according to Equation (54). Then, the offset calculation unit 150 calculates the offset T_{offset_std}(t) by replacing, with the zero-order coefficient c₀, the interval in which the product R_TT_{std_lp}(t) the amplitude ratio R_T and the deflection amount T_{std_lp}(t) is smaller than the zero-order coefficient c₀, as in Equation (55). That is, the offset calculation unit 150 performs the processing of the offset calculation step S100 in FIG. 22, specifically, the processing of steps S1001 and S1002 in FIG. 29.

The first static response calculation unit 151 calculates, as in Equation (56), the deflection amount T_EOstd(t) as the first static response by adding the product c₁T_std (t) of the first-order coefficient c₁ calculated by the coefficient calculation unit 148 and the deflection amount T_std (t) calculated by the first deflection amount calculation unit 146, and the offset T_{offset_std}(t) calculated by the offset calculation unit 150. That is, the first static response calculation unit 151 performs the processing of the first static response calculation step S110 in FIG. 22.

The first dynamic response calculation unit 152 calculates the natural vibration u_nv(t) as the first dynamic response by subtracting the deflection amount T_EOstd(t) as the first static response calculated by the first static response calculation unit 151 from the measurement data u(t) generated by the first measurement data generation unit 142, as in Equation (56). That is, the first dynamic response calculation unit 152 performs the processing of the first dynamic response calculation step S120 in FIG. 22.

The deflection amount T_EOstd(t) as the first static response and the natural vibration u_nv(t) as the first dynamic response are stored in the storage unit 13 as at least a part of the measurement data 135. The measurement data 135 may include the measurement data u(t) and u_lp(t), the deflection amounts T_std(t), T_{std_lp}(t), and T_{Estd_lp}(t), and the like, in addition to the deflection amount T_EOstd(t) and the natural vibration u_nv(t).

The measurement data output unit 153 reads the measurement data 135 stored in the storage unit 13 and outputs the measurement data 135 to the monitoring device 3. Specifically, the second communication unit 12 transmits the measurement data 135 stored in the storage unit 13 to the monitoring device 3 via the communication network 4 under the control of the measurement data output unit 153. That is, the measurement data output unit 153 performs the processing of the measurement data output step S130 in FIG. 22.

As described above, the measurement program 131 is a program that causes the measurement device 1, which is a computer, to execute each procedure of the flowchart shown in FIG. 22.

As shown in FIG. 30, the monitoring device 3 includes a communication unit 31, a processor 32, a display unit 33, an operation unit 34, and a storage unit 35.

The communication unit 31 receives the measurement data 135 from the measurement device 1 and outputs the received measurement data 135 to the processor 32.

The display unit 33 displays various types of information under the control of the processor 32. The display unit 33 may be, for example, a liquid crystal display or an organic EL display. EL is an abbreviation for electro luminescence.

The operation unit 34 outputs operation data corresponding to an operation of a user to the processor 32. The operation unit 34 may be, for example, an input device such as a mouse, a keyboard, or a microphone.

The storage unit 35 is a memory that stores various programs, data, and the like for the processor 32 to perform calculation processing and control processing. The storage unit 35 stores programs, data, and the like for the processor 32 to implement predetermined application functions.

The processor 32 acquires the measurement data 135 received by the communication unit 31, generates evaluation information by evaluating a temporal change in the displacement of the superstructure 7 based on the acquired measurement data 135, and displays the generated evaluation information on the display unit 33.

In the present embodiment, the processor 32 functions as a measurement data acquisition unit 321 and a monitoring unit 322 by executing a monitoring program 351 stored in the storage unit 35. That is, the processor 32 includes the measurement data acquisition unit 321 and the monitoring unit 322.

The measurement data acquisition unit 321 acquires the measurement data 135 received by the communication unit 31, and adds the acquired measurement data 135 to a measurement data sequence 352 stored in the storage unit 35.

The monitoring unit 322 statistically evaluates a temporal change in the deflection amount of the superstructure 7 based on the measurement data sequence 352 stored in the storage unit 35. Then, the monitoring unit 322 generates evaluation information indicating the evaluation result, and displays the generated evaluation information on the display unit 33. The user can monitor a state of the superstructure 7 based on the evaluation information displayed on the display unit 33.

The monitoring unit 322 may perform processing such as monitoring of the railway vehicle 6 and abnormality determination of the superstructure 7 based on the measurement data sequence 352 stored in the storage unit 35.

The processor 32 transmits, based on the operation data output from the operation unit 34, information for adjusting operation states of the measurement device 1 and the sensor 2 to the measurement device 1 via the communication unit 31. The operation state of the measurement device 1 is adjusted according to the information received via the second communication unit 12. The measurement device 1 transmits information for adjusting the operation state of the sensor 2 received via the second communication unit 12 to the sensor 2 via the first communication unit 11. The operation state of the sensor 2 is adjusted according to the information received via the communication unit 21.

In the processors 14, 23, and 32, for example, the functions of the respective units may be implemented by individual hardware, or the functions of the respective units may be implemented by integrated hardware. For example, the processors 14, 23, and 32 include hardware, and the hardware may include at least one of a circuit that processes a digital signal and a circuit that processes an analog signal. The processors 14, 23, and 32 may be a CPU, a GPU, a DSP, or the like. CPU is an abbreviation for central processing unit, GPU is an abbreviation for graphics processing unit, and DSP is an abbreviation for digital signal processor. The processors 14, 23, and 32 may be configured as custom ICs such as ASICs so as to implement the functions of the respective units, or may implement the functions of the respective units by a CPU and an ASIC. ASIC is an abbreviation for application specific integrated circuit, and IC is an abbreviation for integrated circuit.

The storage units 13, 24, and 35 are configured by, for example, various IC memories such as a ROM, a flash ROM, and a RAM, and a recording medium such as a hard disk, a memory card, and the like. ROM is an abbreviation for read only memory, RAM is an abbreviation for random access memory, and IC is an abbreviation for integrated circuit. The storage units 13, 24, and 35 include a non-volatile information storage device that is a computer-readable device or a medium, and various programs, data, and the like may be stored in the information storage device. The information storage device may be an optical disk such as an optical disk DVD or a CD, a hard disk drive, or various memories such as a card type memory or a ROM.

Although only one sensor 2 is shown in FIG. 30, each of a plurality of sensors 2 may generate the observation data 242 and transmit the observation data 242 to the measurement device 1. In this case, the measurement device 1 receives a plurality of pieces of the observation data 242 transmitted from the plurality of sensors 2, generates a plurality of pieces of measurement data 135, and transmits the plurality of pieces of measurement data 135 to the monitoring device 3. The monitoring device 3 receives the plurality of pieces of measurement data 135 transmitted from the measurement device 1, and monitors a plurality of states of the superstructures 7 based on the plurality of pieces of received measurement data 135.

1-5. Function and Effect

In the measurement method according to the first embodiment described above, by approximating the measurement data u_lp(t), in which the vibration component is reduced by performing filter processing on the measurement data u(t), with the linear function of the deflection amount T_{std_lp}(t) in which the vibration component is reduced by performing filter processing on the deflection amount T_std(t), the measurement device 1 can calculate the static response separately from the static response and the dynamic response included in the measurement data u(t).

According to the measurement method of the first embodiment, since the product c₁T_std (t) of the first-order coefficient c₁, which is a first-order term of the linear function for approximating the measurement data u_lp(t), and the deflection amount T_std (t) corresponds to the displacement of the superstructure 7 that is proportional to the load of the railway vehicle 6, and the offset T_{offset_std}(t) corresponds to the displacement of the superstructure 7 that is not proportional to the load of the railway vehicle 6, such as play or floating, the measurement device 1 can accurately calculate the static response by adding the product c₁T_std(t) and the offset T_{offset_std}(t).

According to the measurement method of the first embodiment, the measurement device 1 approximates the measurement data u_lp(t), in which the vibration component having a frequency equal to or higher than the fundamental frequency F_f included in the measurement data u(t) is attenuated, by the linear function of the deflection amount T_{std_lp}(t), and thus the calculation accuracy of the first-order coefficient c₁ and the zero-order coefficient c₀ of the linear function is improved, so that the static response can be accurately calculated.

According to the measurement method of the first embodiment, the measurement device 1 calculates, according to Equation (55), the offset T_{offset_std}(t) which reflects that in an interval where the railway vehicle 6 passes through the superstructure 7, a displacement of the superstructure 7 such as play and floating that are not proportional to the load of the railway vehicle 6 occur, and that the displacement of the superstructure 7 does not occur in other intervals, and thus the static response can be accurately calculated.

According to the measurement method of the first embodiment, since the measurement device 1 can calculate the number of vehicles C_T of the railway vehicle 6 based on the entry time point t_i of the railway vehicle 6 to the superstructure 7 and the exit time point t_o of the railway vehicle 6 from the superstructure 7 according to Equation (8), the static response when the railway vehicle 6 of which the number of vehicles CT is unknown moves on the superstructure 7 can be accurately calculated.

According to the measurement method of the first embodiment, since the measurement device 1 can accurately calculate the entry time point t_i of the railway vehicle 6 to the superstructure 7 and the exit time point t_o of the railway vehicle 6 from the superstructure 7 based on the measurement data u_lp(t) in which the vibration component is reduced, the static response can be accurately calculated.

According to the measurement method of the first embodiment described above, the measurement device 1 can accurately calculate the dynamic response by subtracting the accurately calculated deflection amount T_EOstd(t), which is the first static response, from the measurement data u(t), according to Equation (57).

According to the measurement method of the first embodiment described above, the measurement device 1 generates the measurement data u(t) based on the acceleration data a(t) output from the sensor 2, and calculates the deflection amount T_std (t) of the superstructure 7 caused by the railway vehicle 6, based on the measurement data u(t) and Equation (35) which is an approximate equation of the deflection based on the structural model reflecting the configuration of the superstructure 7 of the bridge 5. The measurement device 1 calculates the static response and the dynamic response when the railway vehicle 6 moves on the superstructure 7 by relatively simple processing using the measurement data u(t) and the deflection amount T_std(t). Therefore, according to the measurement method of the first embodiment, the measurement device 1 can calculate the static response and the dynamic response by processing with a relatively small calculation amount.

According to the measurement method of the first embodiment, since the velocity of the railway vehicle 6 actually changes slightly but hardly changes, the measurement device 1 calculates the deflection amount T_std (t) based on the average velocity v_a assuming that the railway vehicle 6 travels at a constant average velocity v_a, and thus it is possible to significantly reduce the calculation amount while maintaining the calculation accuracy of the deflection amount T_std (t).

According to the measurement method of the first embodiment, the measurement device 1 can calculate the average velocity v_a of the railway vehicle 6 by simple calculation according to Equation (13) based on the acceleration data a(t) output from the sensor 2 instead of directly measuring the average velocity v_a of the railway vehicle 6.

2. Second Embodiment

Hereinafter, in a second embodiment, the same components as those in the first embodiment will be denoted by the same reference numerals, repetitive description as those in the first embodiment will be omitted or simplified, and contents different from those in the first embodiment will be mainly described.

In the second embodiment, the measurement device 1 calculates a natural vibration frequency of the static response and a natural vibration frequency of the dynamic response when the railway vehicle 6 passes through the superstructure 7.

The natural vibration u_nv(t) as the first dynamic response calculated according to Equation (57) includes a signal component having a frequency lower than the natural vibration frequency of the superstructure 7. Therefore, the measurement device 1 performs, on the natural vibration u_nv(t) which is the first dynamic response, high-pass filter processing for attenuating a signal component having a frequency lower than a fundamental frequency F_N of the natural vibration u_nv(t), to calculate natural vibration u_{nv_hp}(t) as a second dynamic response.

Specifically, first, the measurement device 1 calculates a power spectrum density by performing fast Fourier transform processing on the natural vibration u_nv(t), and calculates a peak of the power spectrum density as the fundamental frequency F_N. FIG. 31 shows the power spectrum density obtained by performing fast Fourier transform processing on the natural vibration u_nv(t) of FIG. 21. In the example of FIG. 31, the fundamental frequency F_N is calculated as about 3 Hz. Then, the measurement device 1 calculates a basic cycle T_N based on the fundamental frequency F_N according to Equation (58), and calculates a moving average interval k_mN adjusted to a time resolution of the data by dividing the basic cycle T_N by ΔT as in Equation (59). The basic cycle T_N is a cycle corresponding to the fundamental frequency F_N, and T_N>2ΔT.

$\begin{array}{cc}{T}_N=\frac{1}{F_N}& \left(58\right)\end{array}$ $\begin{array}{cc}{k}_{\mathrm{mN}}=2\lfloor \frac{T_N}{2\Delta T}\rfloor +1& \left(59\right)\end{array}$

Then, the measurement device 1 performs, as the high-pass filter processing, moving average processing on the natural vibration u_nv(t) in the basic cycle TN, and subtracts, from the natural vibration u_nv(t), a low-frequency signal component, in which a vibration component is reduced by the moving average processing, to calculate the natural vibration u_{nv_hp}(t), according to Equation (60). In the moving average processing, not only the necessary calculation amount is small, but also an attenuation amount of a signal component of the fundamental frequency F_N and a harmonic component of the signal component is very large, so that a low-frequency signal component in which the vibration component is effectively reduced can be obtained. Therefore, the natural vibration u_{nv_hp}(t) in which the low-frequency signal component is effectively reduced can be obtained according to Equation (60). FIG. 32 shows a frequency characteristic of a high-pass filter according to Equation (60). FIG. 33 shows an example of the natural vibration u_{nv_hp}(t).

$\begin{array}{cc}{u}_{\mathrm{nv}\_\mathrm{hp}}\left(k\right)=u_{\mathrm{nv}}\left(k\right)-\frac{1}{k_{mN}}\stackrel{k+\frac{k_{\mathrm{mN}}-1}{2}}{\sum _{n=k-\frac{k_{\mathrm{mN}}-1}{2}}}{u}_{\mathrm{nv}}\left(n\right)& \left(60\right)\end{array}$

The measurement device 1 may calculate the natural vibration u_{nv_hp}(t) by performing, as the high-pass filter processing, FIR filter processing for attenuating a signal component having a frequency lower than the fundamental frequency FN on the natural vibration u_nv(t).

Since the measurement data u(t) is a sum of the static response and the dynamic response, the measurement device 1 calculates a static response T_E(t) as a second static response by subtracting the natural vibration u_{nv_hp}(t) 1 which is the second dynamic response, from the measurement data u(t), as in Equation (61). FIG. 34 shows the deflection amount T_EOstd(t), which is the first static response, and the static response T_E(t), which is the second static response, in an overlapping manner. FIG. 35 shows the static response T_E(t) and the measurement data u(t) in an overlapping manner. FIG. 36 shows the static response T_E(t), which is the second static response, and the natural vibration u_{nv_hp}(t), which is the second dynamic response, in an overlapping manner. It can be seen from FIGS. 34, 35, and 36 that the static response T_E(t) includes a larger amount of low-frequency signal components as compared with the deflection amount T_EOstd(t) and more faithfully reproduces the actual static response caused by the passage of the railway vehicle 6.

T _E(t)=u(t)−u_{nv_hp}(t)  (61)

Next, the measurement device 1 calculates a first natural vibration frequency f_TE which is a fundamental frequency of the static response T_E(t). Specifically, the measurement device 1 calculates a power spectrum density by performing fast Fourier transform processing on the static response T_E(t), and calculates a peak of the power spectrum density as the first natural vibration frequency f_TE. The measurement device 1 calculates a second natural vibration frequency f u_nv which is a fundamental frequency of the natural vibration u_{nv_hp}(t). Specifically, the measurement device 1 calculates a power spectrum density by performing fast Fourier transform processing on the natural vibration u_{nv_hp}(t) and calculates a peak of the power spectrum density as the second natural vibration frequency f_unv FIG. 37 shows the power spectral densities, which are respectively obtained by performing fast Fourier transform processing on the static response T_E(t) and the natural vibration u_nv(t) of FIG. 36, in an overlapping manner. In the example of FIG. 37, the first natural vibration frequency f_TE is 2.896 Hz, and the second natural vibration frequency f_unv is 2.792 Hz. That is, the second natural vibration frequency f_unv is lower than the first natural vibration frequency f_TE by 0.104 Hz.

The static response T_E(t) as the second static response calculated according to Equation (61) includes a signal component having a frequency lower than the first natural vibration frequency f_TE. The measurement device 1 may calculate a vibration component T_{E_hp}(t) included in the static response T_E(t) by attenuating the signal component having a frequency lower than the first natural vibration frequency f_TE included in the static response T_E(t) by high-pass filter processing.

Specifically, first, the measurement device 1 calculates a cycle T_TE based on the first natural vibration frequency f_TE according to Equation (62), and calculates a moving average interval k_mTE adjusted to a time resolution of the data by dividing the cycle T_TE by ΔT as in Equation (63). The cycle T_TE is a cycle corresponding to the first natural vibration frequency f_TE, and T_TE>2ΔT.

$\begin{array}{cc}{T}_{\mathrm{TE}}=\frac{1}{f_{\mathrm{TE}}}& \left(62\right)\end{array}$ $\begin{array}{cc}{k}_{\mathrm{mTE}}=2\lfloor \frac{T_{\mathrm{TE}}}{2\Delta T}\rfloor +1& \left(63\right)\end{array}$

Then, the measurement device 1 performs, as the high-pass filter processing, moving average processing on the static response T_E(t) in the cycle T_TE, and subtracts, from the static response T_E(t), a low-frequency signal component, in which a vibration component is reduced by the moving average processing, to calculate the vibration component T_{E_hp}(t) included in the static response T_E(t), according to Equation (64). In the moving average processing, not only the necessary calculation amount is small, but also an attenuation amount of a signal component of the first natural vibration frequency FTE and a harmonic component of the signal component is very large, so that a low-frequency signal component in which the vibration component is effectively reduced can be obtained. Therefore, the vibration component T_{E_hp}(t) in which the low-frequency signal component is effectively reduced can be obtained according to Equation (63).

$\begin{array}{cc}{T}_{E\_\mathrm{hp}}\left(t\right)=T_E\left(t\right)-\frac{1}{k_{\mathrm{mTE}}}\stackrel{k+\frac{k_{\mathrm{mTE}}-1}{2}}{\sum _{n=k-\frac{k_{\mathrm{mTE}}-1}{2}}}{T}_E\left(n\right)& \left(64\right)\end{array}$

The measurement device 1 may calculate the vibration component T_{E_hp}(t) by performing, as the high-pass filter processing, FIR filter processing for attenuating the signal component having a frequency lower than the first natural vibration frequency f_TE on the static response T_E(t).

By comparing the vibration component T_{E_hp}(t) included in the static response T_E(t), which is the second static response, with the natural vibration u_{nv_hp}(t), which is the second dynamic response, the relation between the static response T_E(t) and the natural vibration u_{nv_hp}(t) is understood. FIG. 38 shows the vibration component T_{E_hp}(t) and the natural vibration u_{nv_hp}(t) in an overlapping manner. In the example of FIG. 38, it can be observed that a phase of the natural vibration u_{nv_hp}(t) is delayed as the time elapses, and a phase of the vibration component T_{E_hp}(t) and the phase of the natural vibration u_{nv_hp}(t) are shifted from each other. It is considered that this is because the natural vibration of the superstructure 7 having a slightly low frequency is excited by a vibration displacement of the static response as an excitation source at an initial stage when the railway vehicle 6 passes through the superstructure 7.

The measurement device 1 may calculate envelopes of the measurement data u(t) and the natural vibration u_{nv_hp}(t) to compare an amplitude of the vibration component included in the measurement data u(t) with an amplitude of the natural vibration u_{nv_hp}(t) which is the second dynamic response. An envelope u_{hp_mag}(t) of the measurement data u(t) is obtained by performing low-pass filter processing on an absolute value of the measurement data u(t) as in Equation (65). Similarly, an envelope u_{nv_hp_mag}(t) of the natural vibration u_{nv_hp}(t) is obtained by performing low-pass filter processing on an absolute value of the natural vibration u_{nv_hp}(t) as in Equation (66).

u _{hp_mag}(t)=f_LP(|u(t)|)  (65)

u _{nv_hp_mag}(t)=f_LP(|u_{nv_hp}(t)  (66)

FIG. 39 shows the envelope u_{hp_mag}(t) of the measurement data u(t) and the envelope u_{nv_hp_mag}(t) of the natural vibration u_{nv_hp}(t) in an overlapping manner. As shown in FIG. 39, the amplitude of the vibration component included in the measurement data u(t) is different from the amplitude of the natural vibration u_{nv_hp}(t), and the dynamic response excluding the influence of the static response accurately represents a structural vibration characteristic of the superstructure 7.

FIG. 40 is a flowchart showing an example of the procedure of the measurement method according to the second embodiment. In FIG. 40, the same reference numerals are given to the steps of performing the same processing as the steps of FIG. 22. In the present embodiment, the measurement device 1 executes the procedure shown in FIG. 40.

As shown in FIG. 40, first, as in the first embodiment, the measurement device 1 performs the processing of steps S10 to S120.

Next, in a second dynamic response calculation step S121, the measurement device 1 performs high-pass filter processing, for attenuating a signal component having a frequency lower than the fundamental frequency F_N of the natural vibration u_nv(t), on the natural vibration u_nv(t) which is the first dynamic response calculated in S120 to calculate the natural vibration u_{nv_hp}(t) as the second dynamic response.

Next, in a second static response calculation step S122, the measurement device 1 subtracts the natural vibration u_{nv_hp}(t) calculated in step S121 from the measurement data u(t) generated in the first measurement data generation step S20 to calculate the static response T_E(t) as the second static response, as in Equation (61).

Next, in a first natural vibration frequency calculation step S123, the measurement device 1 calculates the first natural vibration frequency f_TE, which is the fundamental frequency of the static response T_E(t) calculated in step S122. Specifically, the measurement device 1 calculates a power spectrum density by performing fast Fourier transform processing on the static response T_E(t), and calculates a peak of the power spectrum density as the first natural vibration frequency f_TE.

Next, in a second natural vibration frequency calculation step S124, the measurement device 1 calculates the second natural vibration frequency f_unv, which is the fundamental frequency of the natural vibration u_{nv_hp}(t) calculated in step S121. Specifically, the measurement device 1 calculates a power spectrum density by performing fast Fourier transform processing on the natural vibration u_{nv_hp}(t), and calculates a peak of the power spectrum density as the second natural vibration frequency f_unv.

Next, in a static response vibration component calculation step S125, the measurement device 1 calculates the vibration component T_{E_hp}(t) included in the static response T_E(t) calculated in step S122. Specifically, the measurement device 1 calculates the vibration component T_{E_hp}(t) included in the static response T_E(t) by attenuating a signal component, which has a frequency lower than the first natural vibration frequency f_TE calculated in step S123 and which is included in the static response T_E(t), by high-pass filter processing. For example, the measurement device 1 performs, as the high-pass filter processing, moving average processing on the static response T_E(t) in the cycle T_TE corresponding to the first natural vibration frequency f_TE, and subtracts, from the static response T_E(t), a low-frequency signal component in which a vibration component is reduced by the moving average processing to calculate the vibration component T_{E_hp}(t) included in the static response T_E(t), according to Equation (64). Alternatively, the measurement device 1 may calculate the vibration component T_{E_hp}(t) by performing, as the high-pass filter processing, FIR filter processing for attenuating the signal component having a frequency lower than the first natural vibration frequency f_TE on the static response T_E(t).

Next, in a first envelope calculation step S126, the measurement device 1 calculates the envelope u_{hp_mag}(t) of the measurement data u(t) generated in the first measurement data generation step S20. Specifically, the measurement device 1 performs low-pass filter processing on the absolute value of the measurement data u(t) to calculate the envelope u_{hp_mag}(t), as in Equation (65).

Next, in a second envelope calculation step S127, the measurement device 1 calculates the envelope u_{nv_hp_mag}(t) of the natural vibration u_{nv_hp}(t) calculated in the second dynamic response calculation step S121. Specifically, the measurement device 1 performs low-pass filter processing on the absolute value of the natural vibration u_{nv_hp}(t) to calculate the envelope u_{nv_hp_mag}(t), as in Equation (66).

Next, as in the first embodiment, the measurement device 1 performs the processing of the measurement data output step S130. The measurement data output by the measurement device 1 may include at least one of the natural vibration u_{nv_hp}(t) calculated in step S121, the static response T_E(t) calculated in step S122, the first natural vibration frequency f_TE calculated in step S123, the second natural vibration frequency f_unv calculated in step S124, the vibration component T_{E_hp}(t) calculated in step S125, the envelope u_{hp_mag}(t) calculated in step S126, and the envelope u_{nv_hp_mag}(t) calculated in step S127.

Then, the measurement device 1 repeats the processing of steps S10 to S130 until the measurement is completed in step S140.

FIG. 41 is a flowchart showing an example of the procedure of the second dynamic response calculation step S121 of FIG. 40.

As shown in FIG. 41, first, in step S1211, the measurement device 1 calculates a power spectrum density by performing fast Fourier transform processing on the natural vibration u_nv(t) calculated in step S120 of FIG. 40, and calculates a peak of the power spectrum density as the fundamental frequency F_N.

Then, in step S1212, the measurement device 1 calculates the natural vibration u_{nv_hp}(t) by performing high-pass filter processing for attenuating a signal component having a frequency lower than the fundamental frequency F_N of the natural vibration u_nv(t). The measurement device 1 may perform, as the high-pass filter processing, moving average processing on the natural vibration u_nv(t) in the basic cycle T_N corresponding to the fundamental frequency F_N, and subtract, from the natural vibration u_nv(t), a low-frequency signal component, in which a vibration component is reduced by the moving average processing, to calculate the natural vibration u_{nv_hp}(t), according to Equation (60). Alternatively, the measurement device 1 may calculate the natural vibration u_{nv_hp}(t) by performing, as the high-pass filter processing, FIR filter processing for attenuating a signal component having a frequency lower than the fundamental frequency F_N on the natural vibration u_nv(t).

FIG. 42 is a diagram showing a configuration example of the measurement device 1 according to the second embodiment. As shown in FIG. 42, the measurement device 1 according to the second embodiment includes the first communication unit 11, the second communication unit 12, the storage unit 13, and the processor 14, similarly to the first embodiment. Since the functions of the first communication unit 11, the second communication unit 12, and the storage unit 13 are similar to those in the first embodiment, description thereof will be omitted.

In the present embodiment, the processor 14 functions as the observation data acquisition unit 141, the first measurement data generation unit 142, the second measurement data generation unit 143, the observation information generation unit 144, the average velocity calculation unit 145, the first deflection amount calculation unit 146, the second deflection amount calculation unit 147, the coefficient calculation unit 148, the third deflection amount calculation unit 149, the offset calculation unit 150, the first static response calculation unit 151, the first dynamic response calculation unit 152, the measurement data output unit 153, a second dynamic response calculation unit 154, a second static response calculation unit 155, a first natural vibration frequency calculation unit 156, a second natural vibration frequency calculation unit 157, a static response vibration component calculation unit 158, a first envelope calculation unit 159, and a second envelope calculation unit 160 by executing the measurement program 131 stored in the storage unit 13. That is, the processor 14 includes the observation data acquisition unit 141, the first measurement data generation unit 142, the second measurement data generation unit 143, the observation information generation unit 144, the average velocity calculation unit 145, the first deflection amount calculation unit 146, the second deflection amount calculation unit 147, the coefficient calculation unit 148, the third deflection amount calculation unit 149, the offset calculation unit 150, the first static response calculation unit 151, the first dynamic response calculation unit 152, the measurement data output unit 153, the second dynamic response calculation unit 154, the second static response calculation unit 155, the first natural vibration frequency calculation unit 156, the second natural vibration frequency calculation unit 157, the static response vibration component calculation unit 158, the first envelope calculation unit 159, and the second envelope calculation unit 160.

Since the functions of the observation data acquisition unit 141, the first measurement data generation unit 142, the second measurement data generation unit 143, the observation information generation unit 144, the average velocity calculation unit 145, the first deflection amount calculation unit 146, the second deflection amount calculation unit 147, the coefficient calculation unit 148, the third deflection amount calculation unit 149, the offset calculation unit 150, the first static response calculation unit 151, the first dynamic response calculation unit 152, and the measurement data output unit 153 are similar to those in the first embodiment, description thereof will be omitted. The observation data acquisition unit 141 performs the processing of the observation data acquisition step S10 of FIG. 40. The first measurement data generation unit 142 performs the processing of the first measurement data generation step S20 of FIG. 40. The second measurement data generation unit 143 performs the processing of the second measurement data generation step S30 of FIG. 40. The observation information generation unit 144 performs the processing of the observation information generation step S40 of FIG. 40. The average velocity calculation unit 145 performs the processing of the average velocity calculation step S50 of FIG. 40. The first deflection amount calculation unit 146 performs the processing of the first deflection amount calculation step S60 of FIG. 40. The second deflection amount calculation unit 147 performs the processing of the second deflection amount calculation step S70 of FIG. 40. The coefficient calculation unit 148 performs the processing of the coefficient calculation step S80 of FIG. 40. The third deflection amount calculation unit 149 performs the processing of the third deflection amount calculation step S90 of FIG. 40. The offset calculation unit 150 performs the processing of the offset calculation step S100 of FIG. 40. The first static response calculation unit 151 performs the processing of the first static response calculation step S110 of FIG. 40. The first dynamic response calculation unit 152 performs the processing of the first dynamic response calculation step S120 of FIG. 40. The measurement data output unit 153 performs the processing of the measurement data output step S130 of FIG. 40.

The second dynamic response calculation unit 154 performs high-pass filter processing for attenuating a signal component having a frequency lower than the fundamental frequency F_N of the natural vibration u_nv(t) on the natural vibration u_nv(t) which is the first dynamic response calculated by the first dynamic response calculation unit 152, to calculate the natural vibration u_{nv_hp}(t) as the second dynamic response. Specifically, first, the second dynamic response calculation unit 154 calculates a power spectrum density by performing fast Fourier transform processing on the natural vibration u_nv(t), and calculates a peak of the power spectrum density as the fundamental frequency F_N. Then, the second dynamic response calculation unit 154 performs high-pass filter processing for attenuating a signal component having a frequency lower than the fundamental frequency F_N of the natural vibration u_nv(t) to calculate the natural vibration u_{nv_hp}(t). The second dynamic response calculation unit 154 may calculate the natural vibration u_{nv_hp}(t) according to Equation (60) by performing, as the high-pass filter processing, moving average processing on the natural vibration u_nv(t) in the basic cycle T_N corresponding to the fundamental frequency F_N, and subtracting, from the natural vibration u_nv(t), a low-frequency signal component in which a vibration component is reduced by the moving average processing. Alternatively, the second dynamic response calculation unit 154 may calculate the natural vibration u_{nv_hp}(t) by performing, as the high-pass filter processing, FIR filter processing for attenuating a signal component having a frequency lower than the fundamental frequency F_N on the natural vibration u_nv(t). The natural vibration u_{nv_hp}(t) calculated by the second dynamic response calculation unit 154 may be stored in the storage unit 13 as at least a part of the measurement data 135. That is, the second dynamic response calculation unit 154 performs the processing of the second dynamic response calculation step S121 in FIG. 40, specifically, the processing of steps S1211 and S1212 in FIG. 41.

The second static response calculation unit 155 subtracts the natural vibration u_{nv_hp}(t) calculated by the second dynamic response calculation unit 154 from the measurement data u(t) generated by the first measurement data generation unit 142 to calculate the static response T_E(t) as the second static response, as in Equation (61). The static response T_E(t) calculated by the second static response calculation unit 155 may be stored in the storage unit 13 as at least a part of the measurement data 135. That is, the second static response calculation unit 155 performs the processing of the second static response calculation step S122 in FIG. 40.

The first natural vibration frequency calculation unit 156 calculates the first natural vibration frequency f_TE, which is the fundamental frequency of the static response T_E(t) calculated by the second static response calculation unit 155. Specifically, the first natural vibration frequency calculation unit 156 calculates a power spectrum density by performing fast Fourier transform processing on the static response T_E(t), and calculates a peak of the power spectrum density as the first natural vibration frequency f_TE. The first natural vibration frequency f_TE calculated by the first natural vibration frequency calculation unit 156 may be stored in the storage unit 13 as at least a part of the measurement data 135. That is, the first natural vibration frequency calculation unit 156 performs the processing of the first natural vibration frequency calculation step S123 in FIG. 40.

The second natural vibration frequency calculation unit 157 calculates the second natural vibration frequency f_unv, which is the fundamental frequency of the natural vibration u_{nv_hp}(t) calculated by the second dynamic response calculation unit 154. Specifically, the second natural vibration frequency calculation unit 157 calculates a power spectrum density by performing fast Fourier transform processing on the natural vibration u_{nv_hp}(t), and calculates a peak of the power spectrum density as the second natural vibration frequency f_unv. The second natural vibration frequency f_unv calculated by the second natural vibration frequency calculation unit 157 may be stored in the storage unit 13 as at least a part of the measurement data 135. That is, the second natural vibration frequency calculation unit 157 performs the processing of the second natural vibration frequency calculation step S124 in FIG. 40.

The static response vibration component calculation unit 158 calculates the vibration component T_{E_hp}(t) included in the static response T_E(t) calculated by the second static response calculation unit 155.

Specifically, the static response vibration component calculation unit 158 calculates the vibration component T_{E_hp}(t) included in the static response T_E(t) by attenuating a signal component which has a frequency lower than the first natural vibration frequency f_TE calculated by the first natural vibration frequency calculation unit 156 and which is included in the static response T_E(t), by high-pass filter processing. For example, the static response vibration component calculation unit 158 performs, as the high-pass filter processing, moving average processing on the static response T_E(t) in the cycle T_TE corresponding to the first natural vibration frequency f_TE, and subtracts, from the static response T_E(t), a low-frequency signal component in which a vibration component is reduced by the moving average processing, to calculate the vibration component T_{E_hp}(t) included in the static response T_E(t), according to Equation (64). Alternatively, the static response vibration component calculation unit 158 may calculate the vibration component T_{E_hp}(t) by performing, as the high-pass filter processing, FIR filter processing for attenuating the signal component having a frequency lower than the first natural vibration frequency f_TE on the static response T_E(t). The vibration component T_{E_hp}(t) calculated by the static response vibration component calculation unit 158 may be stored in the storage unit 13 as at least a part of the measurement data 135. That is, the static response vibration component calculation unit 158 performs the processing of the static response vibration component calculation step S125 in FIG. 40.

The first envelope calculation unit 159 calculates the envelope u_{hp_mag}(t) of the measurement data u(t) generated by the first measurement data generation unit 142. Specifically, the first envelope calculation unit 159 performs low-pass filter processing on the absolute value of the measurement data u(t) to calculate the envelope u_{hp_mag}(t), as in Equation (65). The envelope u_{np_mag}(t) calculated by the first envelope calculation unit 159 may be stored in the storage unit 13 as at least a part of the measurement data 135. That is, the first envelope calculation unit 159 performs the processing of the first envelope calculation step S126 in FIG. 40.

The second envelope calculation unit 160 calculates the envelope u_{nv_hp_mag}(t) of the natural vibration u_{nv_hp}(t) calculated by the second dynamic response generation unit 154. Specifically, the second envelope calculation unit 160 performs low-pass filter processing on the absolute value of the natural vibration u_{nv_hp}(t) to calculate the envelope u_{nv_hp_mag}(t), as in Equation (66). The envelope u_{nv_hp_mag}(t) calculated by the second envelope calculation unit 160 may be stored in the storage unit 13 as at least a part of the measurement data 135. That is, the second envelope calculation unit 160 performs the processing of the second envelope calculation step S127 in FIG. 40.

As described above, the measurement program 131 is a program that causes the measurement device 1, which is a computer, to execute each procedure of the flowchart shown in FIG. 40.

In the measurement method of the second embodiment described above, the measurement device 1 performs high-pass filter processing for attenuating the signal component having a frequency lower than the fundamental frequency FN of the natural vibration u_{nv_hp}(t) on the natural vibration u_{nv_hp}(t) 1 which is the first dynamic response, to calculate the natural vibration u_{nv_hp}(t) which is the second dynamic response. Therefore, according to the measurement method of the second embodiment, it is possible to calculate the second dynamic response which has higher accuracy than the first dynamic response and in which a signal component caused by low-frequency noise, environmental vibration, and the like is reduced.

In the measurement method of the second embodiment, the measurement device 1 calculates the static response T_E(t) which is the second static response by subtracting, from the measurement data u(t), the natural vibration u_{nv_hp}(t) which is the second dynamic response having high accuracy. Therefore, according to the measurement method of the second embodiment, the measurement device 1 can calculate the static response T_E(t) having higher accuracy than the deflection amount T_EOstd(t) which is the first static response.

In the measurement method of the second embodiment, the measurement device 1 calculates the first natural vibration frequency f_TE based on the static response T_E(t) having high accuracy, and calculates the second natural vibration frequency f_unv based on the natural vibration U_{nv_hp}(t) which is the second dynamic response having high accuracy. Therefore, according to the measurement method of the second embodiment, the measurement device 1 can calculate the natural vibration frequency of the static response and the natural vibration frequency of the dynamic response with high accuracy.

In the measurement method of the second embodiment, the measurement device 1 attenuates a signal component having a frequency lower than the first natural vibration frequency f_TE included in the static response T_E(t) by high-pass filter processing, to calculate the vibration component T_{E_hp}(t) included in the static response T_E(t). Therefore, according to the measurement method of the second embodiment, a user can analyze a relation between the waveform of the static response and the waveform of the dynamic response by comparing the vibration component T_{E_hp}(t) included in the static response T_E(t) with the natural vibration u_{nv_hp}(t) which is the second dynamic response.

In the measurement method of the second embodiment, the measurement device 1 calculates the envelope u_{hp_mag}(t) of the measurement data u(t) including the static response and the dynamic response and the envelope u_{nv_hp_mag}(t) of the natural vibration u_{nv_hp}(t) which is the second dynamic response. Therefore, according to the measurement method of the second embodiment, the user can analyze a relation between the amplitude of the vibration component in which the static response and the dynamic response are superimposed and the amplitude of the dynamic response by comparing the envelope u_{hp_mag}(t) and the envelope u_{nv_hp_mag}(t).

According to the measurement method of the second embodiment, it is possible to achieve the same effects as those of the measurement method according to the first embodiment.

3. Modification

The present disclosure is not limited to the above embodiments, and various modifications can be made within the scope of the gist of the present disclosure.

In the embodiments described above, the sensor 2, which is an observation device, is an acceleration sensor that outputs the acceleration data a(k), but the observation device is not limited to the acceleration sensor. For example, the observation device may be an impact sensor, a pressure-sensitive sensor, a strain gauge, an image measuring device, a load cell, or a displacement meter.

The impact sensor detects an impact acceleration as a response to an action of each axle of the railway vehicle 6 on the observation point R. The pressure-sensitive sensor, the strain gauge, and the load cell detect a stress change as a response to an action of each axle of the railway vehicle 6 on the observation point R. The image measuring device detects, by image processing, a displacement as a response to an action of each axle of the railway vehicle 6 on the observation point R. The displacement gauge is, for example, a contact-type displacement meter, a ring-type displacement meter, a laser displacement meter, a pressure-sensitive sensor, or a displacement measurement device using an optical fiber, and detects a displacement as a response to an action of each axle of the railway vehicle 6 on the observation point R.

As an example, FIG. 43 shows a configuration example of the measurement system 10 using a ring-type displacement meter as the observation device. FIG. 44 shows a configuration example of the measurement system 10 using an image measuring device as the observation device. In FIGS. 43 and 44, the same components as those in FIG. 1 are denoted by the same reference numerals, and description thereof will be omitted. In the measurement system 10 shown in FIG. 43, a piano wire 41 is fixed between an upper surface of a ring-type displacement meter 40 and a lower surface of the main girder G immediately above the ring-type displacement meter 40, and the ring-type displacement meter 40 measures a displacement of the piano wire 41 caused by bending of the superstructure 7 and transmits the measured displacement data to the measurement device 1. The measurement device 1 generates the measurement data 135 based on the displacement data transmitted from the ring-type displacement meter 40. In the measurement system 10 shown in FIG. 44, a camera 50 transmits, to the measurement device 1, an image obtained by imaging a target 51 provided on a side surface of the main girder G. The measurement device 1 processes the image transmitted from the camera 50, calculates a displacement of the target 51 caused by bending of the superstructure 7 to generate displacement data, and generates the measurement data 135 based on the generated displacement data. In the example of FIG. 44, the measurement device 1 generates the displacement data as an image measuring device, but the displacement data may be generated by an image measuring device (not shown) different from the measurement device 1 by image processing.

In the embodiments described above, the bridge 5 is a railway bridge, and the moving object moving on the bridge 5 is the railway vehicle 6, but the bridge 5 may be a road bridge, and the moving object moving on the bridge 5 may be a vehicle such as an automobile, a road train, a truck, or a construction vehicle. FIG. 45 shows a configuration example of the measurement system 10 when the bridge 5 is a road bridge and a vehicle 6a moves on the bridge 5. In FIG. 45, the same components as those in FIG. 1 are denoted by the same reference numerals. As shown in FIG. 45, the bridge 5, which is a road bridge, includes the superstructure 7 and the substructure 8, similarly to the railway bridge. FIG. 46 is a cross-sectional view of the superstructure 7 taken along line A-A of FIG. 45. As shown in FIGS. 45 and 46, the superstructure 7 includes the bridge floor 7a and the support 7b, and the bridge floor 7a includes the floor plate F, the main girder G, and a cross girder (not shown). As shown in FIG. 45, the substructure 8 includes bridge piers 8a and bridge abutments 8b. The superstructure 7 is a structure across any one of the bridge abutment 8b and the bridge pier 8a adjacent to each other, two adjacent bridge abutments 8b, and two adjacent bridge piers 8a. Both end portions of the superstructure 7 are located at positions of the bridge abutment 8b and the bridge pier 8a adjacent to each other, at positions of the two adjacent bridge abutments 8b, or at positions of the two adjacent bridge piers 8a. The bridge 5 is, for example, a steel bridge, a girder bridge, or an RC bridge.

Each sensor 2 is installed at a central portion of the superstructure 7 in a longitudinal direction, specifically, at a central portion of the main girder G in the longitudinal direction. However, each sensor 2 is not limited to being installed at the central portion of the superstructure 7 as long as each sensor 2 can detect an acceleration for calculating the displacement of the superstructure 7. When each sensor 2 is provided on the floor plate F of the superstructure 7, the sensor 2 may be damaged due to traveling of the vehicle 6a, and the measurement accuracy may be affected by local deformation of the bridge floor 7a, so that in the example of FIGS. 45 and 46, each sensor 2 is provided at the main girder G of the superstructure 7.

As shown in FIG. 46, the superstructure 7 has two lanes L₁ and L₂ on which the vehicle 6a as a moving object can move and three main girders G. In the example of FIGS. 45 and 46, in the central portion of the superstructure 7 in the longitudinal direction, the sensors 2 are respectively provided at two main girders at two ends, an observation point R₁ is provided at a position of a surface of the lane L₁ vertically above one of the sensors 2, and an observation point R₂ is provided at a position of a surface of the lane L₂ vertically above the other of the sensors 2. That is, the two sensors 2 are observation devices for observing the observation points R₁ and R₂, respectively. The two sensors 2 for respectively observing the observation points R₁ and R₂ may be provided at positions where accelerations generated at the observation points R₁ and R₂ due to the traveling of the vehicle 6a can be detected, and are preferably provided at positions close to the observation points R₁ and R₂. The number and installation position of the sensors 2, and the number of the lanes are not limited to the example shown in FIGS. 45 and 46, and various modifications can be made.

The measurement device 1 calculates displacements of bending of the lanes L₁ and L₂ caused by the traveling of the vehicle 6a based on the acceleration data output from the sensors 2, and transmits information on the displacements of the lanes L₁ and L₂ to the monitoring device 3 via the communication network 4. The monitoring device 3 may store the information in a storage device (not shown), and may perform processing such as monitoring of the vehicle 6a and abnormality determination of the superstructure 7 based on the information, for example.

In the embodiments described above, each sensor 2 is provided at the main girder G of the superstructure 7, but the sensor 2 may be provided on the surface of or inside the superstructure 7, at the lower surface of the floor plate F, at the bridge pier 8a, or the like. In the embodiments described above, the superstructure of the bridge is described as an example of the structure, but the present disclosure is not limited thereto, and any structure may be used as long as the structure is deformed due to the movement of the moving object.

In the embodiments described above, the measurement device 1 calculates the entry time point t₁ based on the observation data output from the observation device that observes the observation point R, but the measurement device 1 may calculate the entry time point t₁ based on observation data output from another observation device that observes the entry end of the superstructure 7. Similarly, in the embodiments described above, the measurement device 1 calculates the exit time point t_o based on the observation data output from the observation device that observes the observation point R, but the measurement device 1 may calculate the exit time point t_o based on observation data output from another observation device that observes the exit end of the superstructure 7.

The embodiments and the modifications described above are merely examples, and the present disclosure is not limited thereto. For example, the embodiments and modifications can be appropriately combined.

The present disclosure includes a configuration substantially the same as the configuration described in the embodiment, for example, a configuration having the same function, method, and result, or a configuration having the same object and effect. The present disclosure includes a configuration in which a non-essential portion of the configuration described in the embodiment is replaced. The present disclosure includes a configuration having the same function and effect as the configuration described in the embodiment, or a configuration capable of achieving the same object. Further, the present disclosure includes a configuration in which a known technique is added to the configuration described in the embodiment.

The following contents are derived from the embodiments and modifications described above.

A measurement method according to an aspect includes: a first measurement data generation step of generating, based on observation data output from an observation device configured to observe an observation point of a structure, first measurement data based on a physical quantity which is a response to actions of a plurality of parts of a moving object moving on the structure on the observation point; a second measurement data generation step of generating second measurement data in which a vibration component is reduced by performing filter processing on the first measurement data; an observation information generation step of generating observation information including an entry time point and an exit time point of the moving object with respect to the structure; an average velocity calculation step of calculating an average velocity of the moving object based on the observation information and environment information which is created in advance and includes a dimension of the moving object and a dimension of the structure; a first deflection amount calculation step of calculating, based on an approximate equation of deflection of the structure, the observation information, the environment information, and the average velocity, a first deflection amount of the structure caused by the moving object; a second deflection amount calculation step of calculating a second deflection amount in which a vibration component is reduced by performing filter processing on the first deflection amount; a coefficient calculation step of approximating the second measurement data with a linear function of the second deflection amount to calculate a first-order coefficient and a zero-order coefficient of the linear function; a third deflection amount calculation step of calculating a third deflection amount based on the first-order coefficient, the zero-order coefficient, and the second deflection amount; an offset calculation step of calculating an offset based on the zero-order coefficient, the second deflection amount, and the third deflection amount; a first static response calculation step of calculating a first static response by adding the offset and a product of the first-order coefficient and the first deflection amount; and a first dynamic response calculation step of calculating a first dynamic response by subtracting the first static response from the first measurement data.

According to the measurement method, the second measurement data in which the vibration component is reduced by performing filter processing on the first measurement data is approximated with the linear function of the second deflection amount in which the vibration component is reduced by performing filter processing on the first deflection amount, and thus the static response can be calculated separately from the static response and the dynamic response included in the first measurement data.

According to the measurement method, since the product of the first-order coefficient, which is the first-order term of the linear function approximating the first deflection amount, and the first deflection amount corresponds to the displacement of the structure that is proportional to the load of the moving object, and the offset corresponds to the displacement of the structure that is not proportional to the load of the moving object, such as play or floating, it is possible to accurately calculate the static response by adding the offset and the product of the first-order coefficient and the first deflection amount.

According to the measurement method, it is possible to accurately calculate the dynamic response by subtracting the accurately calculated first static response from the first measurement data.

In the measurement method, the static response and the dynamic response when the moving object moves on the structure are calculated by relatively simple processing using the first measurement data generated based on the observation data and the first deflection amount generated based on the approximate equation of the deflection of the structure. Therefore, according to the measurement method, it is possible to calculate the static response and the dynamic response by processing with a relatively small calculation amount.

According to the measurement method, since the velocity of the moving object actually changes slightly but hardly changes, it is possible to calculate the first deflection amount based on the average velocity assuming that the moving object moves at a constant average velocity, and thus it is possible to significantly reduce the calculation amount while maintaining the calculation accuracy of the first deflection amount.

The measurement method according to the above aspect may further include a second dynamic response calculation step of calculating a second dynamic response by performing, on the first dynamic response, high-pass filter processing for attenuating a signal component having a frequency lower than a fundamental frequency of the first dynamic response.

According to the measurement method, it is possible to calculate the second dynamic response which has higher accuracy than the first dynamic response and in which a signal component caused by low-frequency noise, environmental vibration, and the like included in the first dynamic response is reduced.

The measurement method according to the above aspect may further include a second static response calculation step of calculating a second static response by subtracting the second dynamic response from the first measurement data.

According to the measurement method, it is possible to calculate the second static response having higher accuracy than the first static response by subtracting the second dynamic response having higher accuracy from the first measurement data.

The measurement method according to the above aspect may further include a first natural vibration frequency calculation step of calculating a first natural vibration frequency which is a fundamental frequency of the second static response; and a second natural vibration frequency calculation step of calculating a second natural vibration frequency which is a fundamental frequency of the second dynamic response.

According to the measurement method, it is possible to calculate the natural vibration frequency of the static response with high accuracy based on the second static response having high accuracy, and it is possible to calculate the natural vibration frequency of the dynamic response with high accuracy based on the second dynamic response having high accuracy.

In the measurement method according to the above aspect, the structure may be a superstructure of a bridge.

According to the measurement method, it is possible to calculate the static response and the dynamic response when the moving object moves on the superstructure of the bridge by processing with a relatively small calculation amount.

In the measurement method according to the above aspect, the moving object may be a vehicle or a railway vehicle, and each of the plurality of parts may be an axle or a wheel.

According to the measurement method, it is possible to calculate the static response and the dynamic response when the vehicle or the railway vehicle moves on the structure by processing with a relatively small calculation amount.

In the measurement method according to the above aspect, the approximate equation of the deflection of the structure may be an equation based on a structural model of the structure.

According to the measurement method, it is possible to calculate the first deflection amount reflecting a configuration of the structure on which the moving object moves, and it is possible to accurately calculate the static response and the dynamic response.

In the measurement method according to the above aspect, the structural model may be a simple beam whose both ends are supported.

According to the measurement method, it is possible to accurately calculate the static response and the dynamic response when the moving object moves on a structure having a configuration similar to a simple beam.

In the measurement method according to the above aspect, the observation device may be an acceleration sensor, an impact sensor, a pressure-sensitive sensor, a strain gauge, an image measuring device, a load cell, or a displacement meter.

According to the measurement method, it is possible to accurately measure the static response and the dynamic response using data of an acceleration, a stress change, or a displacement.

In the measurement method according to the above aspect, the structure may be a structure in which bridge weigh in motion (BWIM) functions.

A measurement device according to an aspect includes: a first measurement data generation unit configured to generate, based on observation data output from an observation device configured to observe an observation point of a structure, first measurement data based on a physical quantity which is a response to actions of a plurality of parts of a moving object moving on the structure on the observation point; a second measurement data generation unit configured to generate second measurement data in which a vibration component is reduced by performing filter processing on the first measurement data; an observation information generation unit configured to generate observation information including an entry time point and an exit time point of the moving object with respect to the structure; an average velocity calculation unit configured to calculate an average velocity of the moving object based on the observation information and environment information which is created in advance and includes a dimension of the moving object and a dimension of the structure; a first deflection amount calculation unit configured to calculate, based on an approximate equation of deflection of the structure, the observation information, the environment information, and the average velocity, a first deflection amount of the structure caused by the moving object; a second deflection amount calculation unit configured to calculate a second deflection amount in which a vibration component is reduced by performing filter processing on the first deflection amount; a coefficient calculation unit configured to approximate the second measurement data with a linear function of the second deflection amount to calculate a first-order coefficient and a zero-order coefficient of the linear function; a third deflection amount calculation unit configured to calculate a third deflection amount based on the first-order coefficient, the zero-order coefficient, and the second deflection amount; an offset calculation unit configured to calculate an offset based on the zero-order coefficient, the second deflection amount, and the third deflection amount; a first static response calculation unit configured to calculate a first static response by adding the offset and a product of the first-order coefficient and the first deflection amount; and a first dynamic response calculation unit configured to calculate a first dynamic response by subtracting the first static response from the first measurement data.

According to the measurement device, the second measurement data in which the vibration component is reduced by performing filter processing on the first measurement data is approximated with the linear function of the second deflection amount in which the vibration component is reduced by performing filter processing on the first deflection amount, and thus the static response can be calculated separately from the static response and the dynamic response included in the first measurement data.

According to the measurement device, since the product of the first-order coefficient, which is the first-order term of the linear function approximating the first deflection amount, and the first deflection amount corresponds to the displacement of the structure that is proportional to the load of the moving object, and the offset corresponds to the displacement of the structure that is not proportional to the load of the moving object, such as play or floating, it is possible to accurately calculate the static response by adding the offset and the product of the first-order coefficient and the first deflection amount.

According to the measurement device, it is possible to accurately calculate the dynamic response by subtracting the accurately calculated first static response from the first measurement data.

The present measurement device calculates the static response and the dynamic response when the moving object moves on the structure by relatively simple processing using the first measurement data generated based on the observation data and the first deflection amount generated based on the approximate equation of the deflection of the structure. Therefore, according to the measurement device, it is possible to calculate the static response and the dynamic response by processing with a relatively small calculation amount.

According to the measurement device, since the velocity of the moving object actually changes slightly but hardly changes, it is possible to calculate the first deflection amount based on the average velocity assuming that the moving object moves at a constant average velocity, and thus it is possible to significantly reduce the calculation amount while maintaining the calculation accuracy of the first deflection amount.

A measurement system according to an aspect includes: the measurement device according to the above aspect; and the observation device.

A non-transitory computer-readable storage medium according to an aspect of the present disclosure stores a measurement program, and the measurement program causes a computer to execute: a first measurement data generation step of generating, based on observation data output from an observation device configured to observe an observation point of a structure, first measurement data based on a physical quantity which is a response to actions of a plurality of parts of a moving object moving on the structure on the observation point; a second measurement data generation step of generating second measurement data in which a vibration component is reduced by performing filter processing on the first measurement data; an observation information generation step of generating observation information including an entry time point and an exit time point of the moving object with respect to the structure; an average velocity calculation step of calculating an average velocity of the moving object based on the observation information and environment information which is created in advance and includes a dimension of the moving object and a dimension of the structure; a first deflection amount calculation step of calculating, based on an approximate equation of deflection of the structure, the observation information, the environment information, and the average velocity, a first deflection amount of the structure caused by the moving object; a second deflection amount calculation step of calculating a second deflection amount in which a vibration component is reduced by performing filter processing on the first deflection amount; a coefficient calculation step of approximating the second measurement data with a linear function of the second deflection amount to calculate a first-order coefficient and a zero-order coefficient of the linear function; a third deflection amount calculation step of calculating a third deflection amount based on the first-order coefficient, the zero-order coefficient, and the second deflection amount; an offset calculation step of calculating an offset based on the zero-order coefficient, the second deflection amount, and the third deflection amount; a first static response calculation step of calculating a first static response by adding the offset and a product of the first-order coefficient and the first deflection amount; and a first dynamic response calculation step of calculating a first dynamic response by subtracting the first static response from the first measurement data.

According to the measurement program, the second measurement data in which the vibration component is reduced by performing filter processing on the first measurement data is approximated with the linear function of the second deflection amount in which the vibration component is reduced by performing filter processing on the first deflection amount, and thus the static response can be calculated separately from the static response and the dynamic response included in the first measurement data.

According to the measurement program, since the product of the first-order coefficient, which is the first-order term of the linear function approximating the first deflection amount, and the first deflection amount corresponds to the displacement of the structure that is proportional to the load of the moving object, and the offset corresponds to the displacement of the structure that is not proportional to the load of the moving object, such as play or floating, it is possible to accurately calculate the static response by adding the offset and the product of the first-order coefficient and the first deflection amount.

According to the measurement program, it is possible to accurately calculate the dynamic response by subtracting the accurately calculated first static response from the first measurement data.

In the measurement program, the static response and the dynamic response when the moving object moves on the structure are calculated by relatively simple processing using the first measurement data generated based on the observation data and the first deflection amount generated based on the approximate equation of the deflection of the structure. Therefore, according to the measurement program, it is possible to calculate the static response and the dynamic response by processing with a relatively small calculation amount.

According to the measurement program, since the velocity of the moving object actually changes slightly but hardly changes, it is possible to calculate the first deflection amount based on the average velocity assuming that the moving object moves at a constant average velocity, and thus it is possible to significantly reduce the calculation amount while maintaining the calculation accuracy of the first deflection amount.

Claims

1. A measurement method, comprising: a first measurement data generation step of generating, based on observation data output from an observation device configured to observe an observation point of a structure, first measurement data based on a physical quantity which is a response to actions of a plurality of parts of a moving object moving on the structure on the observation point;a second measurement data generation step of generating second measurement data in which a vibration component is reduced by performing filter processing on the first measurement data;an observation information generation step of generating observation information including an entry time point and an exit time point of the moving object with respect to the structure;an average velocity calculation step of calculating an average velocity of the moving object based on the observation information and environment information which is created in advance and includes a dimension of the moving object and a dimension of the structure;a first deflection amount calculation step of calculating, based on an approximate equation of deflection of the structure, the observation information, the environment information, and the average velocity, a first deflection amount of the structure caused by the moving object;a second deflection amount calculation step of calculating a second deflection amount in which a vibration component is reduced by performing filter processing on the first deflection amount;a coefficient calculation step of approximating the second measurement data with a linear function of the second deflection amount to calculate a first-order coefficient and a zero-order coefficient of the linear function;a third deflection amount calculation step of calculating a third deflection amount based on the first-order coefficient, the zero-order coefficient, and the second deflection amount;an offset calculation step of calculating an offset based on the zero-order coefficient, the second deflection amount, and the third deflection amount;a first static response calculation step of calculating a first static response by adding the offset and a product of the first-order coefficient and the first deflection amount; anda first dynamic response calculation step of calculating a first dynamic response by subtracting the first static response from the first measurement data.

2. The measurement method according to claim 1, further comprising: a second dynamic response calculation step of calculating a second dynamic response by performing, on the first dynamic response, high-pass filter processing for attenuating a signal component having a frequency lower than a fundamental frequency of the first dynamic response.

3. The measurement method according to claim 2, further comprising: a second static response calculation step of calculating a second static response by subtracting the second dynamic response from the first measurement data.

4. The measurement method according to claim 3, further comprising: a first natural vibration frequency calculation step of calculating a first natural vibration frequency which is a fundamental frequency of the second static response; anda second natural vibration frequency calculation step of calculating a second natural vibration frequency which is a fundamental frequency of the second dynamic response.

5. The measurement method according to claim 1, wherein the structure is a superstructure of a bridge.

6. The measurement method according to claim 1, wherein the moving object is a vehicle or a railway vehicle, andeach of the plurality of parts is an axle or a wheel.

7. The measurement method according to claim 1, wherein the approximate equation of the deflection of the structure is an equation based on a structural model of the structure.

8. The measurement method according to claim 7, wherein the structural model is a simple beam whose both ends are supported.

9. The measurement method according to claim 1, wherein the observation device is an acceleration sensor, an impact sensor, a pressure-sensitive sensor, a strain gauge, an image measuring device, a load cell, or a displacement meter.

10. The measurement method according to claim 1, wherein the structure is a structure in which bridge weigh in motion (BWIM) functions.

11. A measurement device, comprising: a first measurement data generation unit configured to generate, based on observation data output from an observation device configured to observe an observation point of a structure, first measurement data based on a physical quantity which is a response to actions of a plurality of parts of a moving object moving on the structure on the observation point;a second measurement data generation unit configured to generate second measurement data in which a vibration component is reduced by performing filter processing on the first measurement data;an observation information generation unit configured to generate observation information including an entry time point and an exit time point of the moving object with respect to the structure;an average velocity calculation unit configured to calculate an average velocity of the moving object based on the observation information and environment information which is created in advance and includes a dimension of the moving object and a dimension of the structure;a first deflection amount calculation unit configured to calculate, based on an approximate equation of deflection of the structure, the observation information, the environment information, and the average velocity, a first deflection amount of the structure caused by the moving object;a second deflection amount calculation unit configured to calculate a second deflection amount in which a vibration component is reduced by performing filter processing on the first deflection amount;a coefficient calculation unit configured to approximate the second measurement data with a linear function of the second deflection amount to calculate a first-order coefficient and a zero-order coefficient of the linear function;a third deflection amount calculation unit configured to calculate a third deflection amount based on the first-order coefficient, the zero-order coefficient, and the second deflection amount;an offset calculation unit configured to calculate an offset based on the zero-order coefficient, the second deflection amount, and the third deflection amount;a first static response calculation unit configured to calculate a first static response by adding the offset and a product of the first-order coefficient and the first deflection amount; anda first dynamic response calculation unit configured to calculate a first dynamic response by subtracting the first static response from the first measurement data.

12. A measurement system, comprising: the measurement device according to claim 11; andthe observation device.

13. A non-transitory computer-readable storage medium storing a measurement program, the measurement program causing a computer to execute: a first measurement data generation step of generating, based on observation data output from an observation device configured to observe an observation point of a structure, first measurement data based on a physical quantity which is a response to actions of a plurality of parts of a moving object moving on the structure on the observation point;a second measurement data generation step of generating second measurement data in which a vibration component is reduced by performing filter processing on the first measurement data;an observation information generation step of generating observation information including an entry time point and an exit time point of the moving object with respect to the structure;an average velocity calculation step of calculating an average velocity of the moving object based on the observation information and environment information which is created in advance and includes a dimension of the moving object and a dimension of the structure;a first deflection amount calculation step of calculating, based on an approximate equation of deflection of the structure, the observation information, the environment information, and the average velocity, a first deflection amount of the structure caused by the moving object;a second deflection amount calculation step of calculating a second deflection amount in which a vibration component is reduced by performing filter processing on the first deflection amount;a coefficient calculation step of approximating the second measurement data with a linear function of the second deflection amount to calculate a first-order coefficient and a zero-order coefficient of the linear function;a third deflection amount calculation step of calculating a third deflection amount based on the first-order coefficient, the zero-order coefficient, and the second deflection amount;an offset calculation step of calculating an offset based on the zero-order coefficient, the second deflection amount, and the third deflection amount;a first static response calculation step of calculating a first static response by adding the offset and a product of the first-order coefficient and the first deflection amount; anda first dynamic response calculation step of calculating a first dynamic response by subtracting the first static response from the first measurement data.