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罕遇地震下预应力混凝土框架数值模拟方法研究
引用本文:张宇,王伯昕,王庆华.罕遇地震下预应力混凝土框架数值模拟方法研究[J].价值工程,2011,30(28):96-97.
作者姓名:张宇  王伯昕  王庆华
作者单位:吉林大学建筑工程学院,长春,130021
摘    要:8度区二类场地下,按现行规范设计了一单跨5层预应力混凝土框架工业厂房,并选取三类地震波进行罕遇地震作用下结构地震反应分析。结果表明:该厂房结构在给定地震条件下具备了较好抗震特性。

关 键 词:预应力混凝土框架  数值模拟  罕遇地震

Numerical Simulation Method of Prestressed Concrete Frame under Rare Earthquake
Zhang Yu,Wang Boxin,Wang Qinghua.Numerical Simulation Method of Prestressed Concrete Frame under Rare Earthquake[J].Value Engineering,2011,30(28):96-97.
Authors:Zhang Yu  Wang Boxin  Wang Qinghua
Institution:Zhang Yu,Wang Boxin,Wang Qinghua (College of Construction Engineering of Jilin University,Changchun 130021,China)
Abstract:In second-level location of 8 degree area,it has designed a prestressed concrete frame industry workshop wit single span 5 layer based on current regulations.At the same time,we analyze the earthquake response of the structure under major earthquake with three kinds of seismic wave.The results show that the industry workshop has a good seismic behavior in a given seismic conditions.
Keywords:prestressed concrete frame  numerical simulation  rare earthquake  
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