EXPERIMENTAL RESEARCH ON THE MECHANICAL PROPERTIES OF SHORT DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS UNDER AXIAL COMPRESSION

ZHOU Xiongliang; SHU Ganping; ZHOU Guangen; LIU Zhonghua; HE Yunfei; LUO Kerong

doi:10.13204/j.gyjz202003001

Volume 50 Issue 3

Mar. 2020

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ZHOU Xiongliang, SHU Ganping, ZHOU Guangen, LIU Zhonghua, HE Yunfei, LUO Kerong. EXPERIMENTAL RESEARCH ON THE MECHANICAL PROPERTIES OF SHORT DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 1-7,12. doi: 10.13204/j.gyjz202003001

Citation:

ZHOU Xiongliang, SHU Ganping, ZHOU Guangen, LIU Zhonghua, HE Yunfei, LUO Kerong. EXPERIMENTAL RESEARCH ON THE MECHANICAL PROPERTIES OF SHORT DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 1-7,12. doi: 10.13204/j.gyjz202003001

Citation:

ZHOU Xiongliang, SHU Ganping, ZHOU Guangen, LIU Zhonghua, HE Yunfei, LUO Kerong. EXPERIMENTAL RESEARCH ON THE MECHANICAL PROPERTIES OF SHORT DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 1-7,12. doi: 10.13204/j.gyjz202003001

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EXPERIMENTAL RESEARCH ON THE MECHANICAL PROPERTIES OF SHORT DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS UNDER AXIAL COMPRESSION

doi: 10.13204/j.gyjz202003001

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

Received Date: 2019-10-15

Abstract

Abstract

14 short double-skin multi-cavity composite walls with steel truss were tested under axial compression. The influence of the end column of the cavity, the joints spacing of the steel bar truss and the diameter of the steel bar on the failure mode, bearing capacity and ductility of the shear walls were studied. The results showed that the ultimate bearing capacity and yield strength of the specimens were affected to some extent by the diameter of the steel bars, the joints spacing of the steel bar and the different forms of the end columns. The role of internal truss could enhance the cooperative working capacity between steel plate and concrete, and improve the ultimate bearing capacity and yield strength of the specimen.
- short double-skin multi-cavity composite wall with steel truss,
- reinforced truss,
- axial compression test,
- axial compression bearing capacity,
- ductility

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References(13)

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