摘要
在理论分析的基础上,利用PKPM软件对带有连接体的钢筋混凝土双塔结构进行计算分析,利用地震作用下的弹性时程分析方法,研究了连体结构在多遇地震作用下的动力反应特性,对一些主要影响因素进行了讨论对比。
This subject utilizes PKPM software to carry on computational analysis for reinforced concrete high-story connected twin-tower structures on the basis of analysis of theory. Using elastic time-history analysis method, study dynamic response characteristic of connected structure under frequently occurred earthquake, have discussed and have compared to some main influence factors.
出处
《山西建筑》
2008年第5期88-89,共2页
Shanxi Architecture
关键词
地震波
连体结构
双塔楼
连体刚度
seismic waves, connectedstructure, double tower, connectionstiffnes
