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.
引文
[1]GB 50011-2001,建筑抗震设计规范[S].
[2]JGJ 3-2002,高层建筑混凝土结构技术规程[S].
[3]包世华.新编高层建筑结构[M].北京:中国水利水电出版社,2001.9.
[4]王艺霖,张辉.建筑结构抗震的哲学思考[J].山西建筑,2005,31(16):74-75.