摘要
通过采用框架—砌体剪力墙模型,考虑填充墙刚度效应的加入,研究了填充墙数量对框架结构的影响,同时与规范法进行比较,研究两种方法之间的差异,得出了一些有指导意义的结论。
Through applying frame-masonry shearing wall model and considering the rigidity effect of the filled wall, the paper studies the impact of filled wall quantity upon the frame structure, compares it with the norms, and studies the differences of the two methods, and finally draws some guiding conclusions.
出处
《山西建筑》
2012年第26期51-52,共2页
Shanxi Architecture
关键词
填充墙
框架结构
模态分析
反应谱分析
filled wall, frame structure, modal analysis, response spectrum analysis