Experimental Study on the Seismic Behavior of HSW Model with High Shear-Span Ratio

被引：0
|
作者：
Wang, Gang [1 ,2 ]
Wang, Qiongmei [1 ,2 ]
Xu, Shufang [3 ]
机构：
[1] Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610059, Sichuan, Peoples R China
[2] Chengdu Univ Technol, Coll Environm & Civil Engn, Chengdu 610059, Sichuan, Peoples R China
[3] Xian Univ Arch&Tech, Sch Civil Engn, Xian 710055, Peoples R China
来源：
ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6 | 2012年 / 368-373卷
关键词：
HSW (hollow R.C shear wall); seismic behavior; ductility; energy dissipation;
D O I：
10.4028/www.scientific.net/AMR.368-373.344
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Based on the flexural-shear and press-flexural-shear test of four scale HSW model building with High Shear-Span Ratio, The seismic behavior of the slit and integral HSW are discussed, then the failure characteristics and capacity of HSW under Vertical load and seams are analyzed. The result of experimental study proves that the ductility and the property of energy dissipation of HSW are well; Vertical load could increase the capacity and deformation, decrease the energy dissipation of HSW. And the seams of wall could improve the ductility and the property of energy dissipation of HSW, lower the capacity.
引用
收藏
页码：344 / +
页数：2
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