钢结构抗侧力构件的连接计算与分析
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  • 英文篇名:Joint calculation and analysis of steel structural lateral force resistant members
  • 作者:冯东 ; 莫培佳 ; 汪一骏
  • 英文作者:FENG Dong;MO Peijia;WANG Yijun;School of Civil Engineering,Beijing Jiaotong University;
  • 关键词:抗震性能化 ; 承载力 ; 极限 ; 屈服 ; 连接系数
  • 英文关键词:seismic performance-based design;;bearing capacity;;ultimate;;yield;;jointing coefficient
  • 中文刊名:BFJT
  • 英文刊名:Journal of Beijing Jiaotong University
  • 机构:北京交通大学土木建筑工程学院;
  • 出版日期:2015-06-15
  • 出版单位:北京交通大学学报
  • 年:2015
  • 期:v.39;No.181
  • 语种:中文;
  • 页:BFJT201503019
  • 页数:3
  • CN:03
  • ISSN:11-5258/U
  • 分类号:110-112
摘要
构件拼接和连接是抗震性能化设计中十分重要的环节,其主导思想是连接的承载力应大于构件的承载力.根据理论和实际工程经验,将现行建筑抗震设计规范的钢结构抗侧力构件连接计算公式与一般设计中采用的构件与节点等强设计公式进行对比分析,结果表明:如现行建筑抗震设计规范中的节点极限承载力计算公式改用节点的承载力设计值大于构件的承载力设计值表达,则显得较直观和安全.
        The matching and jointing of members is an important link in the the seismic performancebased design,whose dominant idea is that the bearing capacity of jointing should be larger than that of the members. Comparing and analyzing the connection calculation formula of steel structural lateral force resistant members in the current code for seismic design of buildings and the member and node design formula of general design,according to the theory and practical engineering experience,we draw the conclusion: if the limit bearing capacity calculation formula in the current current code for seismic design of buildings is expressed that the design value of node bearing capacity is greater than the design value of member bearing capacity,it will become intuitive and safe.
引文
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    [2]刘其祥,陈青来,陈幼璠.《建筑抗震设计规范》在多高层钢结构房屋抗侧力构件连接计算规定中隐存的安全问题[J].建筑结构,2012,42(1):75-80.LIU Qixiang,CHEN Qinglai,CHEN Youfan.Safety problems of lateral force resistance joint calculation about multistory and tall steel structures in code for seismic design of buildings[J].Journal of Building Structures,2012,42(1):75-80.(in Chinese)
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