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焊接箱形梁腹板极限承载力的简化分析方法
引用本文:韩庆华,程万海,尹越,刘锡良.焊接箱形梁腹板极限承载力的简化分析方法[J].天津大学学报(英文版),2000,6(1):32-35.
作者姓名:韩庆华  程万海  尹越  刘锡良
作者单位:天津大学建筑工程学院,天津,300072
基金项目:Supported by Ministry of Metallurgical Industry of China
摘    要::焊接箱形梁腹板存在较高的屈曲后强度 ,可供利用 .对箱形梁腹板在各种受力条件下的屈曲后性能进行了理论分析 ,同时在参考国内外钢结构设计规范的基础上 ,提出了相应的简化分析方法 ,供工程设计和修订规范时参考 .计算结果表明 ,本文提出的分析方法简单可行

关 键 词:屈曲后性能  极限承载力  简化分析法  箱形梁腹板

SIMPLIFIED ANALYSIS METHOD FOR ULTIMATE LOAD CAPACITY OF WEB PLATES OF BOX GIRDERS
HAN Qing-hua,CHENG Wan-hai,YIN Yue,LIU Xi-liang.SIMPLIFIED ANALYSIS METHOD FOR ULTIMATE LOAD CAPACITY OF WEB PLATES OF BOX GIRDERS[J].Transactions of Tianjin University,2000,6(1):32-35.
Authors:HAN Qing-hua  CHENG Wan-hai  YIN Yue  LIU Xi-liang
Institution:Fig.1 ension field model and frame mec hanism
Abstract:The prosperous post buckling load capacity of web plates of box girders can be used.In this article,the post buckling behaviour of web plates of box girders under different loading conditions is theoretically analyzed and on the basis of domestic and overseas design codes of steel structures,the corresponding simplified analysis methods are put forward for the engineering design or code revision.It is proved that the simplified methods are safe,efficient and practicable through the comparison between several results.
Keywords:post  buckling behaviour  ultimate load capacity  simplified analysis method  web plates of box girders
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