AN EXPERIMENTAL STUDY ON THE ASEISMIC BEHAVIOR OF RC HOLLOW SHEAR WALL WITH FLANGE

Wang Qiongmei; Wang Gang; Xu Shufang

doi:10.13204/j.gyjz200602006

Volume 36 Issue 2

Dec. 2014

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Wang Qiongmei, Wang Gang, Xu Shufang. AN EXPERIMENTAL STUDY ON THE ASEISMIC BEHAVIOR OF RC HOLLOW SHEAR WALL WITH FLANGE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 20-23. doi: 10.13204/j.gyjz200602006

Citation:

Wang Qiongmei, Wang Gang, Xu Shufang. AN EXPERIMENTAL STUDY ON THE ASEISMIC BEHAVIOR OF RC HOLLOW SHEAR WALL WITH FLANGE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 20-23. doi: 10.13204/j.gyjz200602006

Wang Qiongmei, Wang Gang, Xu Shufang. AN EXPERIMENTAL STUDY ON THE ASEISMIC BEHAVIOR OF RC HOLLOW SHEAR WALL WITH FLANGE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 20-23. doi: 10.13204/j.gyjz200602006

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AN EXPERIMENTAL STUDY ON THE ASEISMIC BEHAVIOR OF RC HOLLOW SHEAR WALL WITH FLANGE

doi: 10.13204/j.gyjz200602006

1.
1 National Laboratory of Geohazard Prevention &Geoenvironment Protection,Chengdu University of Technology Chengdu 610059;
2.
2 School of Civil.Eng.,Xi'an Univ.of Arch.&Tech.Xi'an 710055

Received Date: 2005-09-26
Publish Date: 2006-02-20

Abstract

Abstract

B ased on the low cyclic repeated horizontal loading test of R C hollow shear walls with flanges, The failure mechanism, the deformation feature, ductility behavior and the strain of steel bar at section are discussed. The method for calculating the carrying capacity of this sort of shear wall is presented.
- RC hollow shear wall with flange,
- carrying capacity,
- deformation feature,
- ductility