首页 | 本学科首页   官方微博 | 高级检索  
     

钢筋混凝土框架—剪力墙结构非线性地震反应实用分析方法的研究
引用本文:汪梦甫,周锡元. 钢筋混凝土框架—剪力墙结构非线性地震反应实用分析方法的研究[J]. 土木工程学报, 2002, 35(6): 32-38
作者姓名:汪梦甫  周锡元
作者单位:1. 湖南大学
2. 中国建筑科学研究院
摘    要:本文对钢筋混凝土框架—剪力墙结构非线性地震反应分析的几个重要环节 ,即结构构件非线性分析模型、构件的恢复力模型、结构非线性抗震计算方法等进行了探讨与改进 ,以便使钢筋混凝土框架—剪力墙结构非线性地震反应分析的计算过程更加迅速 ,结果更加可靠 ,更适合于微机计算。

关 键 词:框架—剪力墙结构  非线性  地震反应  实用分析方法
文章编号:1000-131X(2002)06-0032-07
修稿时间:2001-10-26

A PRACTICAL METHOD FOR NONLINEAR SEISMIC RESPONSES OF RC FRAMEWALL STRUCTURE
Wang Mengfu Zhou Xiyuan. A PRACTICAL METHOD FOR NONLINEAR SEISMIC RESPONSES OF RC FRAMEWALL STRUCTURE[J]. China Civil Engineering Journal, 2002, 35(6): 32-38
Authors:Wang Mengfu Zhou Xiyuan
Affiliation:Wang Mengfu Zhou Xiyuan (Hunan university) (China Academy of Building Research)
Abstract:A practical method for nonlinear seismic responses of RC frame?wall structures is proposed in the paper An attempt is made to understand that the problems will be happened in the process of nonlinear analysis It is evident that the effects of the dead loads,the axial force,the shear deformation,and the hysteretic characteristics have to be taken into consideration At same time,a computer program is developed for the study A calculated results show that it is comparatively agreed with that of the test one It is shown that the proposed method is effective and feasibility
Keywords:RC frame?wall structures  nonlinear  seismic response  the practical analysis method
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