Research on the Cyclic Reversed Loading Tests of Short-leg Shear Wall and Engineering Application
Based of the fact that the theoretical study of the short-leg shear wall falls behind the practice in China, cyclic reversed loading tests on six reinforced short-leg shear walls with 1:2 scales are carried out. The damage form and working capability of the specimen show that the final damage of the specimens are caused by the failure of the connecting beam, which is the weak part of the structure. The loading capacity of SLSW with flanged-walls is better than those without flanged-wall. Finite element analysis software is used to establish a part entity FE model of the SLSW. The working performance of the SLSW in the building is analyzed. Based on the test and calculation achievements, some beneficial suggestions are put forwarded for the selection of this structure in high-rise building.
Short-leg shear wall Cyclic reversed loading ezperiment Finite element Seismic design
Xiaofan Liu Jixiang Li Hao Zhang
Institute of Structure and New Materials, Wuhan Polytechnic University, China School of Civil Engineering and Architecture, Wuhan Polytechnic University, China
国际会议
The First Anniversary of Wenchuan Earthquake(纪念汶川地震一周年国际学术会议)
成都
英文
317-320
2009-05-10（万方平台首次上网日期，不代表论文的发表时间）