首页 | 本学科首页   官方微博 | 高级检索  
     

带填充墙框架结构架空层的抗倒塌评估与加固设计
引用本文:程志辉,陈辉明.带填充墙框架结构架空层的抗倒塌评估与加固设计[J].工程抗震与加固改造,2011,33(3):75-81,69.
作者姓名:程志辉  陈辉明
作者单位:华南理工大学建筑设计研究院;
摘    要:探讨了带填充墙框架结构架空层的抗倒塌评估与加固设计的有效方法.首先研究了把首层架空的带填充墙框架结构模型简化为单质点模型的等效条件,指出当房屋结构的高宽比较小时,可简化成一个单层框架模型进行抗倒塌验算,并推导出该模型的层间需求曲线V~u,作为架空层抗倒塌评估与加固设计的依据.最后用本方法对一实际工程的架空层进行了抗倒塌...

关 键 词:填充墙  框架结构  架空层  抗震评估  加固

Anti-collapse Evaluation and Strengthening Design of Frame Structure with First Floor Open and Infilled Walls
Cheng Zhi-hui,Chen Hui-ming.Anti-collapse Evaluation and Strengthening Design of Frame Structure with First Floor Open and Infilled Walls[J].Earthquake Resistant Engineering and Retrofitting,2011,33(3):75-81,69.
Authors:Cheng Zhi-hui  Chen Hui-ming
Affiliation:Cheng Zhi-hui,Chen Hui-ming(Architectural Design & Research Inst.South China University of Technology,Guangzhou 510641,China)
Abstract:In order to investigate the anti-collapse evaluation and strengthening design of frame structure with first floor open and infilled walls,first,the equivalent conditions of frame structure with first floor open and infilled walls model simplified to single particle model are discussed;second,with the consideration of infilled walls,in common scale in engineering,simplified conditions of multi-story and multi-span reinforced concrete frame with open floor are analyzed.The result shows that the frame can be s...
Keywords:infilled walls  frame structures  open floor  seismic evaluation  strengthening  
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号