CN113152730A - Assembled composite energy dissipation shear wall - Google Patents
Assembled composite energy dissipation shear wall Download PDFInfo
- Publication number
- CN113152730A CN113152730A CN202110265188.2A CN202110265188A CN113152730A CN 113152730 A CN113152730 A CN 113152730A CN 202110265188 A CN202110265188 A CN 202110265188A CN 113152730 A CN113152730 A CN 113152730A
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- shear wall
- shape memory
- memory alloy
- rod piece
- shock insulation
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- 239000002131 composite material Substances 0.000 title claims abstract description 12
- 230000021715 photosynthesis, light harvesting Effects 0.000 title description 5
- 229910001285 shape-memory alloy Inorganic materials 0.000 claims abstract description 55
- 230000035939 shock Effects 0.000 claims abstract description 37
- 238000009413 insulation Methods 0.000 claims abstract description 34
- 238000002955 isolation Methods 0.000 claims abstract description 28
- 150000001875 compounds Chemical class 0.000 claims description 2
- 238000005265 energy consumption Methods 0.000 abstract description 25
- 238000006073 displacement reaction Methods 0.000 description 11
- 230000008901 benefit Effects 0.000 description 5
- 238000012423 maintenance Methods 0.000 description 5
- 230000009471 action Effects 0.000 description 4
- 238000010521 absorption reaction Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/6187—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means on top and/or bottom surfaces of the slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Dampers (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention relates to an assembled composite energy consumption shear wall which comprises two shear wall components, wherein a plurality of shock insulation support seats are uniformly arranged between the two shear wall components, one ends of the shock insulation support seats are connected with one shear wall component, the other ends of the shock insulation support seats are connected with the other shear wall component, at least one shape memory alloy rod piece is arranged between every two adjacent shock insulation support seats, one end of each shape memory alloy rod piece is connected with one shear wall component through a rod piece connecting piece, and the other end of each shape memory alloy rod piece is connected with the other shear wall component through a rod piece connecting piece. According to the invention, the seismic isolation support and the shape memory alloy rod piece are arranged between the two shear wall components, so that the overall ductility and energy consumption capability of the assembled shear wall structure can be improved, the energy consumption and vibration reduction performance of a high-rise assembled building can be enhanced, and the shear wall components and the energy consumption device can be reset after energy consumption by utilizing the self-resetting characteristic of the shape memory alloy rod piece.
Description
Technical Field
The invention relates to the technical field of energy dissipation and shock absorption of building structures, in particular to an assembled composite energy dissipation shear wall.
Background
In recent years, the national construction management department populates the building industrialization, i.e., the assembly type building, in most regions of the country, and meets the increasing social needs by improving the efficiency of infrastructure construction.
With the shortage of urban land resources, most buildings under construction or proposed buildings are high-rise buildings in order to improve the utilization rate of the land resources. In order to meet the structural safety requirements of high-rise buildings, the assembly type shear wall structure is required. The integrity, rigidity and deformability of the common fabricated shear wall are poorer than those of a cast-in-place shear wall structure under the same conditions, and the common fabricated shear wall structure adopted in a region with more than medium intensity of fortification needs larger thickness of the shear wall, so that the self weight of the structure is increased, and satisfactory anti-seismic performance cannot be shown under the actual seismic action. In addition, the shear wall with the energy consumption device is inconvenient to maintain in daily life because the energy consumption device is fully embedded in the shear wall or is arranged at a hidden position, and the energy consumption device has residual deformation after energy consumption, and meanwhile, the maintenance and replacement difficulty of the energy consumption device is high or even the energy consumption device cannot be maintained, which are problems to be solved urgently.
Disclosure of Invention
Aiming at the technical problems in the prior art, the invention aims to: the assembled composite energy-consumption shear wall has the advantages that the shock insulation support and the shape memory alloy rod piece are arranged between the two shear wall components, the overall ductility and energy-consumption capacity of the assembled shear wall structure can be improved, the energy-consumption and shock-absorption performance of a high-rise assembled building is enhanced, the dynamic response of the high-rise assembled building under the action of an earthquake is reduced, and meanwhile, the self-resetting characteristic of the shape memory alloy rod piece is utilized to reset the shear wall components and the energy-consumption device after energy consumption.
In order to achieve the purpose, the invention adopts the following technical scheme:
the utility model provides an assembled compound power consumption shear force wall, including two shear force wall components, evenly be provided with a plurality of shock insulation support between two shear force wall components, shock insulation support's one end and a shear force wall component connection, shock insulation support's the other end and another shear force wall component connection, be provided with a shape memory alloy member at least between two adjacent shock insulation support, the one end of shape memory alloy member passes through member connecting piece and is connected with a shear force wall component, the other end of shape memory alloy member passes through member connecting piece and another shear force wall component connection, shape memory alloy member between two shear force wall components is the corrugate and distributes.
Further, the isolation bearing comprises an isolation rubber pad and end connecting plates connected to two ends of the isolation rubber pad, the end connecting plate at one end of the isolation bearing is connected with one shear wall component through a bolt, and the end connecting plate at the other end of the isolation bearing is connected with the other shear wall component through a bolt.
Furthermore, a plurality of screw rods are pre-embedded in the two shear wall components, and the screw rods in the two shear wall components respectively penetrate through the end connecting plates at the two ends of the shock insulation support and are fixed with the end connecting plates at the two ends of the shock insulation support through nuts.
Furthermore, a plurality of rod connecting pieces are pre-embedded in the two shear wall members, and one end of each shape memory alloy rod passes through the rod connecting piece in one shear wall member and is fixed with the rod connecting piece in the shear wall member through a nut; the other end of the shape memory alloy rod passes through the rod connecting piece in the other shear wall component and is fixed with the rod connecting piece in the shear wall component through a nut.
Furthermore, a friction gasket is arranged at the fixing position of the shape memory alloy rod piece and the rod piece connecting piece.
Further, the included angle between the shape memory alloy rod and the horizontal plane is 16 degrees.
Furthermore, one end of the rod connecting piece, which is embedded in the shear wall member, is provided with a pin.
In summary, the present invention has the following advantages:
according to the invention, the shock insulation support and the shape memory alloy rod piece are arranged between the two shear wall components, so that on one hand, the effective transmission of a vertical load of a structure can be ensured, on the other hand, a certain lateral resistance of an assembled shear wall system can be ensured, and meanwhile, laterally input energy can be effectively dissipated through the cooperative work of the shock insulation support and the shape memory alloy rod piece; on the premise of ensuring that the integral structure has certain bearing capacity, the ductility and the energy consumption capacity of the whole assembled shear wall structure are improved, and meanwhile, the self-resetting characteristic of the shape memory alloy rod piece is utilized to reset the shear wall component and the energy consumption device after energy consumption.
The shear wall member has the advantages of simple structure, convenience in assembly, short construction time, convenience and simplicity in daily maintenance, failure caused by improper daily maintenance can be avoided, the size of the required shear wall member can be reduced, the space utilization rate of a building can be improved to a certain extent, and better social benefits are created.
Drawings
Fig. 1 is a schematic structural view of the present invention.
FIG. 2 is a schematic view of the structure of the seismic isolation mount of the present invention.
FIG. 3 is a schematic view of the connection structure of the shape memory alloy rod and the rod connector according to the present invention.
Wherein: 1 is a shear wall component, 2 is a shock insulation support, 2-1 is a shock insulation rubber pad, 2-2 is an end connecting plate, 3 is a shape memory alloy rod piece, 4 is a rod piece connecting piece, 4-1 is a pin, and 5 is a friction gasket.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and detailed description.
As shown in fig. 1, an assembled composite energy dissipation shear wall includes two shear wall members, a plurality of seismic isolation supports are uniformly arranged between the two shear wall members, one end of each seismic isolation support is connected with one shear wall member, the other end of each seismic isolation support is connected with the other shear wall member, at least one shape memory alloy rod is arranged between every two adjacent seismic isolation supports, one end of each shape memory alloy rod is connected with one shear wall member through a rod connecting member, the other end of each shape memory alloy rod is connected with the other shear wall member through a rod connecting member, and the shape memory alloy rods between the two shear wall members are distributed in a corrugated shape.
As shown in fig. 1, in the present embodiment, three seismic isolation supports are uniformly arranged between two shear wall members, and two shape memory alloy rods are arranged between two adjacent seismic isolation supports. When two shear force wall components take place relative displacement about the time, can make shape memory alloy member reciprocal to be drawn or the pressurized, the shock insulation support also can take place horizontal reciprocating displacement simultaneously, through the horizontal shear deformation of shock insulation support, can dissipate the energy of earthquake input, play the effect of power consumption shock attenuation.
As shown in fig. 1 and 2, the vibration isolation support comprises a vibration isolation rubber pad and end connecting plates connected to two ends of the vibration isolation rubber pad, the end connecting plate at one end of the vibration isolation support is connected with one shear wall component through a bolt, and the end connecting plate at the other end of the vibration isolation support is connected with the other shear wall component through a bolt. In the embodiment, a plurality of screws are embedded in each of the two shear wall members, and the screws in the two shear wall members respectively penetrate through the end connecting plates at the two ends of the seismic isolation support and are fixed with the end connecting plates at the two ends of the seismic isolation support through nuts.
As shown in fig. 1 and 3, a plurality of rod connecting pieces are embedded in each of the two shear wall members, and one end of each shape memory alloy rod passes through the rod connecting piece in one shear wall member and is fixed with the rod connecting piece in the shear wall member through a nut; the other end of the shape memory alloy rod passes through the rod connecting piece in the other shear wall component and is fixed with the rod connecting piece in the shear wall component through a nut.
The rod connecting piece is embedded in the shear wall member in advance, so that the shear wall member can keep the integral stability when the shape memory alloy rod is deformed, the capacity of the shape memory alloy rod for bearing horizontal shear force and limiting the horizontal displacement of the shear wall member through deformation is fully exerted, the seismic isolation support can still keep stable in the deformation process of horizontal shear, and the energy consumption capacity cannot be lost due to overlarge deformation.
As shown in fig. 3, a pin is provided at one end of the rod member connecting member embedded in the shear wall member. The arrangement of the pins can strengthen the connection between the rod piece connecting piece and the shear wall member, and the connection stability between the rod piece connecting piece and the shear wall member is improved.
As shown in FIG. 3, a friction pad is arranged at the fixing position of the shape memory alloy rod and the rod connecting piece. The friction gasket is arranged, so that the maximum friction sliding value of the fixing position can be increased, and the shape memory alloy rod piece is prevented from friction sliding under the action of an earthquake, so that connection failure is caused. The included angle between the shape memory alloy rod and the horizontal plane is 16 degrees.
The working principle of the invention is as follows:
the invention is applied to high-rise assembled buildings, and when an earthquake occurs, two shear wall members of a building structure can generate horizontal relative displacement. Because the two ends of the shape memory alloy rod piece are respectively connected with the two shear wall members through the rod piece connecting pieces, and the end connecting plates at the two ends of the shock insulation support are respectively connected with the two shear wall members through the bolts, when the two shear wall members generate relative horizontal displacement, the shock insulation support firstly generates small-amplitude horizontal displacement, meanwhile, the shape memory alloy rod piece can slow down the horizontal displacement of the shock insulation support and limit the maximum horizontal displacement of the shock insulation support, and the shape memory alloy rod piece can be pulled or pressed in a reciprocating manner while slowing down the reciprocating horizontal displacement of the shock insulation support.
The shape memory alloy rod piece and the shock insulation support have certain energy consumption capacity, and under the same horizontal force action, the deformation of the shape memory alloy rod piece is smaller than that of the shock insulation support, and the maximum deformation of the shape memory alloy rod piece is smaller than that of the shock insulation support, so that the shape memory alloy rod piece can limit the shock insulation support to work within the allowed maximum displacement range, and the stable and normal work of the shock insulation support is guaranteed.
The energy consumption capacity of the shape memory alloy rod piece can be enlarged by reasonably setting the diameter of the shape memory alloy rod piece, the size of a nut adopted by the connecting screw rod, the thickness of a friction gasket and the like; the larger the diameter of the shape memory alloy rod piece is, the larger the force resisting the lateral shearing is, and the capability of limiting the displacement of the shear wall component is also improved; by applying a certain pretightening force to the shape memory alloy rod piece, the shock absorption effect of the large damper can be generated, and the manufacturing cost is saved.
In summary, the seismic isolation support and the shape memory alloy rod piece are arranged between the two shear wall components, so that the vertical load of the structure can be effectively transmitted, the assembled shear wall system can have certain lateral resistance, and the laterally input energy can be effectively dissipated through the cooperative work of the seismic isolation support and the shape memory alloy rod piece; and on the premise of ensuring that the integral structure has certain bearing capacity, the overall ductility and energy consumption capability of the assembled shear wall structure are improved, and meanwhile, the self-resetting characteristic of the shape memory alloy rod piece is utilized to reset the shear wall member and the energy consumption device after energy consumption. The invention has simple structure, convenient assembly, short construction time consumption and convenient and simple daily maintenance, can not fail due to improper daily maintenance, can reduce the size of the required shear wall member, improves the space utilization rate of the building to a certain extent and creates better social benefits.
The above embodiments are preferred embodiments of the present invention, but the present invention is not limited to the above embodiments, and any other changes, modifications, substitutions, combinations, and simplifications which do not depart from the spirit and principle of the present invention should be construed as equivalents thereof, and all such changes, modifications, substitutions, combinations, and simplifications are intended to be included in the scope of the present invention.
Claims (7)
1. The utility model provides an assembled compound power consumption shear force wall which characterized in that: the seismic isolation support comprises two shear wall members, wherein a plurality of seismic isolation supports are uniformly arranged between the two shear wall members, one end of each seismic isolation support is connected with one shear wall member, the other end of each seismic isolation support is connected with the other shear wall member, at least one shape memory alloy rod piece is arranged between every two adjacent seismic isolation supports, one end of each shape memory alloy rod piece is connected with one shear wall member through a rod piece connecting piece, the other end of each shape memory alloy rod piece is connected with the other shear wall member through a rod piece connecting piece, and the shape memory alloy rod pieces between the two shear wall members are distributed in a corrugated shape.
2. The fabricated composite energy dissipating shear wall of claim 1, wherein: the shock insulation support comprises a shock insulation rubber pad and end connecting plates connected to two ends of the shock insulation rubber pad, the end connecting plate at one end of the shock insulation support is connected with one shear wall component through a bolt, and the end connecting plate at the other end of the shock insulation support is connected with the other shear wall component through a bolt.
3. The fabricated composite energy dissipating shear wall of claim 2, wherein: a plurality of screws are pre-embedded in the two shear wall components, and the screws in the two shear wall components respectively penetrate through the end connecting plates at the two ends of the shock insulation support and are fixed with the end connecting plates at the two ends of the shock insulation support through nuts.
4. The fabricated composite energy dissipating shear wall of claim 1, wherein: a plurality of rod piece connecting pieces are embedded in the two shear wall components, and one end of each shape memory alloy rod piece penetrates through the rod piece connecting piece in one shear wall component and is fixed with the rod piece connecting piece in the shear wall component through a nut; the other end of the shape memory alloy rod passes through the rod connecting piece in the other shear wall component and is fixed with the rod connecting piece in the shear wall component through a nut.
5. The fabricated composite energy dissipating shear wall of claim 4, wherein: the fixing position of the shape memory alloy rod and the rod connecting piece is provided with a friction gasket.
6. The fabricated composite energy dissipating shear wall of claim 1, wherein: the included angle between the shape memory alloy rod and the horizontal plane is 16 degrees.
7. The fabricated composite energy dissipating shear wall of claim 4, wherein: one end of the rod piece connecting piece, which is embedded in the shear wall member, is provided with a pin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110265188.2A CN113152730B (en) | 2021-03-11 | 2021-03-11 | Assembled composite energy consumption shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110265188.2A CN113152730B (en) | 2021-03-11 | 2021-03-11 | Assembled composite energy consumption shear wall |
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| Publication Number | Publication Date |
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| CN113152730A true CN113152730A (en) | 2021-07-23 |
| CN113152730B CN113152730B (en) | 2024-08-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202110265188.2A Active CN113152730B (en) | 2021-03-11 | 2021-03-11 | Assembled composite energy consumption shear wall |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482315A (en) * | 2022-01-21 | 2022-05-13 | 四川大学 | Multifunctional self-resetting shock insulation support |
| CN114703739A (en) * | 2022-03-18 | 2022-07-05 | 西南交通大学 | Shock isolation device for preventing fault from damaging bridge tower |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107574945A (en) * | 2017-10-09 | 2018-01-12 | 上海市建筑科学研究院 | Self-resetting swinging wall component based on shape memory alloy bar material |
| CN111395568A (en) * | 2020-04-26 | 2020-07-10 | 辽宁工程技术大学 | Replaceable shape memory alloy composite shock insulation support |
| US20200263445A1 (en) * | 2017-09-19 | 2020-08-20 | University Of Manitoba | Seismic Performance Improvement of FRP-RC Structures |
| CN215406706U (en) * | 2021-03-11 | 2022-01-04 | 广州大学 | Assembled composite energy dissipation shear wall |
-
2021
- 2021-03-11 CN CN202110265188.2A patent/CN113152730B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20200263445A1 (en) * | 2017-09-19 | 2020-08-20 | University Of Manitoba | Seismic Performance Improvement of FRP-RC Structures |
| CN107574945A (en) * | 2017-10-09 | 2018-01-12 | 上海市建筑科学研究院 | Self-resetting swinging wall component based on shape memory alloy bar material |
| CN111395568A (en) * | 2020-04-26 | 2020-07-10 | 辽宁工程技术大学 | Replaceable shape memory alloy composite shock insulation support |
| CN215406706U (en) * | 2021-03-11 | 2022-01-04 | 广州大学 | Assembled composite energy dissipation shear wall |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482315A (en) * | 2022-01-21 | 2022-05-13 | 四川大学 | Multifunctional self-resetting shock insulation support |
| CN114703739A (en) * | 2022-03-18 | 2022-07-05 | 西南交通大学 | Shock isolation device for preventing fault from damaging bridge tower |
| CN114703739B (en) * | 2022-03-18 | 2022-12-20 | 西南交通大学 | Shock isolation device for preventing fault from damaging bridge tower |
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| Publication number | Publication date |
|---|---|
| CN113152730B (en) | 2024-08-16 |
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