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

半刚性连接钢框架弹塑性地震反应分析
引用本文:李国强,沈祖炎.半刚性连接钢框架弹塑性地震反应分析[J].同济大学学报(自然科学版),1992,20(2):123-128.
作者姓名:李国强  沈祖炎
作者单位:同济大学结构工程学院,同济大学结构工程学院
摘    要:

关 键 词:钢结构  半刚性  连接  地震反应分析

Analysis of Elasto-Plastic Seismic Responses of Semi-Rigidly Connected Steel Frames
Li Guoqiano Shen Zuyan.Analysis of Elasto-Plastic Seismic Responses of Semi-Rigidly Connected Steel Frames[J].Journal of Tongji University(Natural Science),1992,20(2):123-128.
Authors:Li Guoqiano Shen Zuyan
Institution:College of Structural Engineering
Abstract:A method for the analysis of elasto-plastic seismic responses of semi-rigidly connected steel frames is presented in this paper. Through computa-tions we discover that the stiffness of the connections has significant effects on the seismic displacement response of the semi-rigidly connected steel frames while the strength of the connections affects that a little, and the seismic displacement response of the semi-rigidly connected steel frames is not always greater than that of the corresponding rigidly connected steel frames while the internal forces of the semi-rigidly connected steel frames induced by the seismic actions decrease with the decrease of the stiffness of the connections.
Keywords:Steel structure  Semi-rigid connection  Seismic response analysis  Elastic plastic  
本文献已被 CNKI 维普 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