摘要
介绍了弹塑性时程分析方法,并把塑性时程分析方法结果和弹性时程分析方法结果与底部剪力法结果做了比较,以七层框架为例,阐明了弹塑性时程分析方法找出薄弱层的方法。
This paper introduces the elastic-plastic dynamic analysis method. According to the plastic dynamic analysis method, elastic dynamic analysis method and base shear method their test results are compared. The method utilizing elastic-plastic dynamic analysis method to find out weak layers is elaborated in the end.
出处
《山西建筑》
2005年第18期51-52,共2页
Shanxi Architecture
关键词
弹塑性时程分析方法
薄弱层
底部剪力法
elastic-plastic dynamic analysis method, weak layer, base shear method