摘要
本文简要介绍模拟六层盒式结构抗震性能试验及其结果 ,采用有限元方法对该结构进行弹性阶段应力及变形计算 ,并将计算结果和试验结果进行对比和分析 。
The seismic capability experiment and its result for 6 stories model are introduced,stress and deformation of model are calculated with finite element method in elastic range.A comparison between the experimental and calculated results is shown:both are more identical. \[
出处
《建筑技术开发》
2001年第5期34-35,45,共3页
Building Technology Development
关键词
盒式结构
抗震试验
有限元
Model,Seismic experiment
Finite Element Analysis
