摘要
针对非规则结构中两种典型的需要考虑楼板变形的情况,进行了隔震前后的动力时程分析计算及分析。指出时程分析方法力学概念明确、简单,计算结果可靠,为进一步研究考虑楼板变形的非规则隔震结构奠定了基础。
This paper precedes calculation and analysis about time history response before and after isolation, against two types of classical irregular structures, which considered the deformation of plate. This mechanical method is simple and explicit, and it's reliable for the result of calculation, which make base of the future research of irregular structures considering deformation of plate.
出处
《山西建筑》
2006年第2期8-9,共2页
Shanxi Architecture
关键词
楼板变形
隔震体系
反应谱
时程分析
deformation of slab, irregular structure, isolation, time-history analysis