首页 | 本学科首页   官方微博 | 高级检索  
     检索      

钢筋混凝土框架—剪力墙结构非线性地震反应分析
引用本文:邹银生,王建平.钢筋混凝土框架—剪力墙结构非线性地震反应分析[J].湖南农业大学学报(自然科学版),1993,20(1).
作者姓名:邹银生  王建平
作者单位:湖南大学结构工程研究所 (邹银生,王建平),湖南大学结构工程研究所(何放龙)
摘    要:

关 键 词:钢筋混凝土  框架  剪力墙  地震反应

Analysis of Nonlinear Seismic Response of Reinforced Concrete Frame-Wall Structures
Zou Yinsheng Wang Jianping He Fanglong Institute of Structural Engineering.Analysis of Nonlinear Seismic Response of Reinforced Concrete Frame-Wall Structures[J].Journal of Hunan Agricultural University,1993,20(1).
Authors:Zou Yinsheng Wang Jianping He Fanglong Institute of Structural Engineering
Institution:Zou Yinsheng Wang Jianping He Fanglong Institute of Structural Engineering
Abstract:The inelastic response of reinforced concrete plane frame-wall structures subjected to strong ground motions is studied from an analytical standpoint. In the analysis, the structure is idealized as the assemblage of prismatic members with two rigid zones
Keywords:Reinforced concrete  frame  shear wall  hysteretic model  nonlinearseismic response analysis  
点击此处可从《湖南农业大学学报(自然科学版)》浏览原始摘要信息
点击此处可从《湖南农业大学学报(自然科学版)》下载免费的PDF全文
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