CS板式结构抗震变形性能分析研究

Analysis and study on the performance of anti-seismic deformation in CS panel structure

在前期试验基础上,利用ANSYS软件建立试验模型的有限元模型,选取典型的EL-Centro波,对有限元模型分别进行设防烈度为7度(0.15 g)、8度(0.20 g)、9度时的多遇地震和罕遇地震下的时程分析,结合实验室试验分析,研究CS板式结构的抗震变形性能.

Based on the previous test,using ANSYS to set up the finite element model of experimental model,and selecting the typical EL Centro wave,the time history-analysis of the finite element model is done respectively under 7 degree（0.15 g）,8 degree（0.20 g）,9 degree during a small earthquake and a severe earthquake.Combining with laboratory test analysis,the performance of anti-seismic deformation in CS panel structure is studied.