RESEARCH ON SEISMIC BEHAVIOR OF CONNECTIONS BETWEEN DOUBLE-SKIN MULTI-CAVITY OF COMPOSITE WALL WITH STEEL TRUSS AND H-SHAPED STEEL BEAM

CHEN Weigang; ZHANG Huikai; ZHOU Xiongliang; SHU Ganping; ZHOU Guangen; QIN Ying

doi:10.13204/j.gyjz202003004

Volume 50 Issue 3

Mar. 2020

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CHEN Weigang, ZHANG Huikai, ZHOU Xiongliang, SHU Ganping, ZHOU Guangen, QIN Ying. RESEARCH ON SEISMIC BEHAVIOR OF CONNECTIONS BETWEEN DOUBLE-SKIN MULTI-CAVITY OF COMPOSITE WALL WITH STEEL TRUSS AND H-SHAPED STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 19-23,28. doi: 10.13204/j.gyjz202003004

Citation:

CHEN Weigang, ZHANG Huikai, ZHOU Xiongliang, SHU Ganping, ZHOU Guangen, QIN Ying. RESEARCH ON SEISMIC BEHAVIOR OF CONNECTIONS BETWEEN DOUBLE-SKIN MULTI-CAVITY OF COMPOSITE WALL WITH STEEL TRUSS AND H-SHAPED STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 19-23,28. doi: 10.13204/j.gyjz202003004

Citation:

CHEN Weigang, ZHANG Huikai, ZHOU Xiongliang, SHU Ganping, ZHOU Guangen, QIN Ying. RESEARCH ON SEISMIC BEHAVIOR OF CONNECTIONS BETWEEN DOUBLE-SKIN MULTI-CAVITY OF COMPOSITE WALL WITH STEEL TRUSS AND H-SHAPED STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 19-23,28. doi: 10.13204/j.gyjz202003004

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RESEARCH ON SEISMIC BEHAVIOR OF CONNECTIONS BETWEEN DOUBLE-SKIN MULTI-CAVITY OF COMPOSITE WALL WITH STEEL TRUSS AND H-SHAPED STEEL BEAM

doi: 10.13204/j.gyjz202003004

1. Zhejiang Southeast Space Frame Company Limited, Hangzhou 311209, China;
2. School of Civil Engineering, Southeast University, Nanjing 211189, China

Received Date: 2019-10-20

Abstract

Abstract

Based on the construction features of double-skin multi-cavity composite walls with steel truss,four new different configurations of the double-skin multi-cavity composite wall with steel truss to H-shaped steel beams connections proposed, so as to design four full-scale wall-beam joints (standard joint, cover-plate joint, vertical-plate joint and binding-plate joint). The finite element analysis (FEA) of specimens was carried out by using ANSYS software. The results showed that the four joints eventually cracked and failured at the flanges steel beam at the end of external plate, and could achieve the expected goal of shift-away of plastic hinge. The hysteresis loops were plump, which indicated that four wall-beam connections were possessed of good seismic behavior. Therefore, the four joints met the requirements of seismic design of Code for Seismic Design of Buildings (GB 50011—2010), which could be applied to the structure of composite wall with double skins stiffened by steel truss.
- double-skin multi-cavity composite walls with steel truss,
- wall-beam connections,
- seismic behavior,
- finite element analysis

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References(11)

References

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