The present invention is related to a modular energy dissipation system for linking two structural members in a linking direction, comprising a yielding energy dissipator provided with a central strip, two sidelong strips and at least two yielding elements arranged at both sides of the central strip, between the latter and the two sidelong strips.
Said structural members may be parts of just one building or of different buildings, or even whole buildings. A structural member is herein defined as an object presenting a resistant functionality against the loads (gravity, wind, seism, etc) acting on a building; structural members may include masonry and installations.
Various systems to reduce or avoid damage to a building or to several nearby buildings when subjected to a dynamic action (seism, wind, etc) are known. Their main aim is to control (reduce) the relative displacements taking place between structural members, which may belong to one building or to nearby buildings.
In one such system the link between two structural or constructive members is carried out by energy dissipation devices which absorb energy upon yielding, when the stress is higher than the yield point of the material. Yielding may be caused by a shear stress (shear yielding), a bending moment (flexure yielding), a torsion moment, or a combination thereof.
Said dissipators are normally elasto-plastic elements and, for instance, may belong to a structure composed of two substructures having clearly differentiated functions (for example, one substructure could bear gravitational actions and respond quite flexibly to horizontal loads, while the other substructure could respond rather rigidly to horizontal loads and be linked to the first substructure by energy dissipators).
Elasto-plastic dissipators that yield under shear stress present the advantage of having high stiffness in their elastic mode and small yielding deformation.
The thickness of their dissipative body must be small enough for the maximum force to fall within the appropriate range regarding their connective and dissipative function. It is common to weld stiffeners to the dissipators in order to prevent web buckling from appearing, but welded junctions can have adverse effects, like brittle behavior, which are enhanced with thin webs.
A shear yield dissipator (also known as shear link dissipator) without welding in the deforming areas is already known (Cahís, X., Torres, L I. And Bozzo, L., “An innovative elasto-plastic energy dissipator for the structural and non-structural building protection”, 2000, Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand), allowing the design of dissipators having a thin web that can be fabricated with milling machines. Such a dissipator has a relatively thin dissipative body with a double-T shaped cross-section, the web of which is stiffened to prevent buckling. Energy dissipation takes place by virtue of plastic deformation due to shear stress in the dissipative body web, because of the relative displacement between two plates welded above and below the dissipative body and arranged perpendicularly thereto.
The small web thickness allows the web to start deforming before the areas near the plates do, whereby the plastic deformability (i.e., the energy dissipation) of the dissipator can be increased in spite of the reduced relative displacement between the plates. The plates and the stiffeners are incorporated by welding, which makes its manufacture more complicate, and the plates increase the flexibility of the dissipator, which is not desirable. The stiffeners are necessary because of the web thinness (the web thickness is small compared to the web size as taken on the dissipator plane).
Patent U.S. 4,959,934 discloses a prism-shaped or bock-like elasto-plastic dissipator having two groups of holes, one to each side of a central strip of the dissipator. In one embodiment two of said dissipators are linked through their upper and lower ends (above and below the central strip) by brackets that in turn are fastened by welding to a pillar interposed between the dissipators; the two dissipators are linked to respective beams through their central strips, and are intended to attenuate the horizontal displacement between the pillar and the beams.
It is an object of the present invention to provide an energy dissipator not requiring stiffeners, the basic design of which being easily adaptable in order to be able to absorb different amounts of energy or to yield when subjected to forces of different magnitude. Another object is to allow the manufacture of the dissipator to be automated.
According to one aspect of the invention, the dissipator comprises at least two energy dissipation modules successively arranged along the linking direction, each module being provided with the central strip, sidelong strips and yielding elements, so that the central strip of a module located at one end of the dissipator is linked to one of the structural members and the sidelong strips of this module are integrated with the central strip of the adjacent module.
The sidelong strips of the module located at the other end of the dissipator are linked to one of the structural members and the central strip of this module is integrated with the sidelong strips of the adjacent module.
In an embodiment, the dissipator comprises at least three such modules.
With the modular system comprising an elongated dissipator as described above, made in one piece with each module longitudinally integrated with the adjacent modules, said piece being relatively small (since each module does not have to be big), a bigger displacement is achieved with the same force because each module is subjected to the same force than the dissipator as a whole, but the displacement of the dissipator is the sum of the displacement of all modules, whereby the dissipator is capable of dissipating more energy. This is so because of the junction between the central strip of a module and the sidelong strips of an adjacent module, and vice versa, which allows a relative displacement in each module between its central strip and its sidelong strips.
The fact of the dissipator being one piece allows manufacturing it by machining (either by cutting swarf or without cutting swarf), particularly by milling. The number or the geometry of each module's yielding elements can be varied in order for yielding to take place in response to different forces.
The yielding elements of a module can yield mainly under shear stress or mainly under flexure stress; what matters is for yielding to take place upon a predictable force and a predictable displacement.
An advantageous way of manufacturing the dissipator is by milling a plate or a profile having a rectangular cross-section; such operation can be automated.
When yielding is under shear stress, it is preferred for the yielding elements of at least one module to comprise a region thinner than the dissipator's plate; yielding takes place in this region.
When yielding is under flexure stress, it is preferred for the yielding elements of at least one module to comprise at least one plate of variable cross-section, since such a variable cross-section can be adjusted to the bending moment to which each section is subjected.
In an embodiment, the yielding elements of at least one module comprise a through hole, whereby yielding takes place under shear stress or under flexure stress depending on the geometry of the hole: when the height of the hole is small as compared to its width shear yielding will prevail, and when the hole is relatively tall flexure yielding will prevail.
The dissipator is linked at both ends to the structural members through a first connector and a second connector, which are substantially aligned along the linking direction.
Advantageously, the second connector comprises two Ω-shaped profiles joined through their flanges, and the first connector comprises two U-shaped profiles that are housed in corresponding axial spaces defined inside the Ω-shaped profiles of the second connector. In this way, when the dissipator yields the first connector can move inside the second connector.
In an embodiment, the dissipator is arranged between said two Ω-shaped profiles of the second connector and, consequently, also between said two U-shaped profiles of the first connector.
Preferably, the first connector is linked to the dissipator at one end and through the central strip thereof, and the second connector is linked to the dissipator at the other end and through the sidelong strips thereof, so that the maximum profit from the geometry of the connectors is derived.
In an embodiment, two dissipators are arranged between the structural elements, one dissipator being linked to each end of the second connector and the dissipators being linked to said structural members through two corresponding first connectors.
Some particular embodiments of the present invention will be described in the following, only by way of non-limiting example, with reference to the appended drawings, in which:
The yielding elements 14 are the basic elements which yield when the elements linking the dissipator to the structural members undergo a relative displacement important enough; this yielding provides the energy dissipation necessary to absorb the energy of the displacement. The yielding elements 14 yield mainly under shear stress or mainly under flexure stress; in the latter case they absorb bending moments and usually comprise some thin plates having a constant thickness and a variable cross-section (like for instance the dissipator known as ADAS). The following description will focus mainly on dissipators provided with shear yield elements 14.
On the other hand, a basic dissipation module may comprise more or less yielding elements 14, and this possibility allows the yielding force of the module, and hence that of the dissipator, to be adapted to the necessities of the structure while keeping the deformability equal to that of the yielding element.
The central strip 12 reaches an elongate hole 113 (herein a hole means a through hole) extending perpendicularly to the linking direction. The strip lying behind the elongate hole 113 and being substantially perpendicular to the central strip 12 joins the two sidelong strips 13 and is functionally integrated with them, because it serves to link the dissipator module at that end, whereas the central strip 12 serves to link the module at the opposite end.
The dissipator of
The dissipator 1 also comprises a plurality of holes 102 to link the dissipator to the two structures by means of bolts and nuts or any equivalent elements.
Actually, the connectors shown in
As can be seen in
The tolerance between the dissipator 1 and the flanges 32 is positive too, in order to allow the movement of the dissipator when it is yielding.
The arrangement of
An U-shaped stiffener 5 (also shown in
The dissipation modules of the dissipator 1 can be located at any longitudinal region thereof. Instead of being directly linked to both structures, the dissipator 1 could be linked to one structure by means of connectors 2 or 3 like those of
All the embodiments of the dissipator 1 are made in one piece and can be machined with cutting tools either by cutting swarf or without cutting swarf, particularly by milling, and its manufacture can be automated by employing CAD-CAM methods. The dissipator can be made from steel or any other metal suitable for plastic deformation.
Although only particular embodiments of the invention have been shown and described in the present specification, the skilled man will be able to introduce modifications and substitute any technical features thereof with others that are technically equivalent, depending on the particular requirements of each case, without departing from the scope of protection defined by the appended claims.
For example, a dissipator 1 according to the invention may comprise any number of modules (
Although the dissipator shown in the drawings is plate-like, it can also be block-like.
Number | Date | Country | Kind |
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P200801080 | Apr 2008 | ES | national |
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/EP09/54266 | 4/8/2009 | WO | 00 | 10/11/2010 |