摘要
采用线性等效的方法对五层框架结构进行了强震下的分析,选用了典型地震加速度记录EI Centro波作为输入,得到每一层结构在地震波作用下的最大层间位移,给出了延性和阻尼比的关系,以供参考。
The paper adopts the linear equivalent to undertake the analysis of the five-storey frame structure under strong earthquakes, selects the typical earthquake acceleration record El Centro wave as the input, concludes the maximum layer displacement of each layer under the earthquake wave, and provides the relationship between the ductility and damping ratio, so as to provide some reference.
出处
《山西建筑》
2013年第35期40-41,共2页
Shanxi Architecture
关键词
钢筋混凝土框架结构
倒塌机构
能量耗散
reinforced concrete frame structure, collapsing structure, energy dissipation
