Research on Hysteretic Performance of Grid-Tube Double Steel Plate Shear Walls

LI Yun; LIU Yang; ZHANG Xianlong; HE Fujiangshan; FENG Ruoqiang

doi:10.13204/j.gyjzG21081212

Volume 52 Issue 11

Nov. 2022

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(11): 32-38

LI Yun, LIU Yang, ZHANG Xianlong, HE Fujiangshan, FENG Ruoqiang. Research on Hysteretic Performance of Grid-Tube Double Steel Plate Shear Walls[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 32-38. doi: 10.13204/j.gyjzG21081212

Citation:

LI Yun, LIU Yang, ZHANG Xianlong, HE Fujiangshan, FENG Ruoqiang. Research on Hysteretic Performance of Grid-Tube Double Steel Plate Shear Walls[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 32-38. doi: 10.13204/j.gyjzG21081212

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Research on Hysteretic Performance of Grid-Tube Double Steel Plate Shear Walls

doi: 10.13204/j.gyjzG21081212

1. China Building 7 Bureau(Shanghai) Co., Ltd., Shanghai 201800, China;
2. School of Civil Engineering, Southeast University, Nanjing 211189, China

Received Date: 2021-08-12

Abstract

Abstract

In order to study the hysteretic perfomance of grid-tube double steel plate composite shear wall under strong earthquake, the ABAQUS finite element model considering plastic damage of concrete and ductile damage of steel plate in grid-tube double steel plate composite shear wall was established. And the hysteretic curves, skeleton curves and failure modes of the structure under horizontal reciprocating loads were studied. Firstly, the numerical model of grid-tube double-steel-plate composite shear wall considering damage accumulation was verified by prototype test, and the computational accuracy of the model was evaluated from hysteretic curves and skeleton curves. Then, the axial compression ratio and shear-span ratio were analyzed. It could provide a reference for the engineering application of grid-tube double steel plate composite shear walls.
- grid-tube-type,
- composite shear wall,
- double steel plate shear wall,
- hysteretic performance,
- skeleton curve

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References

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