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

桥梁偏荷载的箱形梁效应分析
引用本文:卢波,戴廷利,彭玫.桥梁偏荷载的箱形梁效应分析[J].重庆交通大学学报(自然科学版),2008,27(Z1).
作者姓名:卢波  戴廷利  彭玫
作者单位:1. 重庆交通大学土木建筑学院,重庆,400074
2. 重庆市政设计研究院,重庆,400020
摘    要:城市桥梁在地形和环境的限制下,弯桥和坡桥众多,箱形截面又是桥梁的主要截面。箱形截面梁在进行车辆荷载偏载试验下,桥梁截面上会出现一种弯-扭组合效应。通过理论计算和试验测试数据的对比表明,考虑了弯扭组合效应和不考虑按扭组合效应的结论是有显著区别。

关 键 词:箱型梁  车辆偏载试验  弯曲和扭转分析

Effect Analysis of Thin-Box Girder Bridge under Transverse Eccentric Load
LU Bo,DAI Ting-li,PENG Mei.Effect Analysis of Thin-Box Girder Bridge under Transverse Eccentric Load[J].Journal of Chongqing Jiaotong University,2008,27(Z1).
Authors:LU Bo  DAI Ting-li  PENG Mei
Institution:LU Bo1,DAI Ting-li2,PENG Mei2(1.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China,2.Institute of Chongqing Municipal Design & Research,Chongqing 400020,China)
Abstract:Lots of bridges in the city are sloping and curve bridges under the constraint of terrain and environment.The box-cross section is the main section of the bridge.In the vehicle eccentric load tests,the box-cross section has a kind of combinational effect with bending and torsion.Through the comparison of theoretical calculation and testing data,it is indicated that the results with the consideration of combinational effect of bending and torsion have remarkable difference with the ones without considering.
Keywords:thin-box girder bridge  vehicle eccentric load tests  bending and torsion analysis  
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