【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。更多还原

【Abstract】 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.更多还原