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三跨连续刚构桥静力试验分析
引用本文:周兵,施尚伟.三跨连续刚构桥静力试验分析[J].重庆交通学院学报,2006,25(3):13-17.
作者姓名:周兵  施尚伟
作者单位:重庆交通学院结构工程实验室 重庆400074
摘    要:本文以乐山市某三跨连续刚构桥为例,对结构的应变、挠度和裂缝等参量进行测试,分析结构的刚度、强度和抗裂性能,评定桥梁实际承载能力,达到为同类桥型设计和施工积累资料数据的目的.

关 键 词:连续刚构桥  静力试验  分析
收稿时间:2005-04-18

Static experimental analysis of a three-span continuous rigid bridge
ZHOU Bing, SHI Shang-wei.Static experimental analysis of a three-span continuous rigid bridge[J].Journal of Chongqing Jiaotong University,2006,25(3):13-17.
Authors:ZHOU Bing  SHI Shang-wei
Institution:Structural Engineering Lab, Chongqing Jiaotong University, Chongqing 400074, China
Abstract:In the paper a three-span continuous rigid bridge in Leshan city had been tested about its stresses,deflection and cracks under experimental loads,and the structural rigidity,material strengths and anti-crack performances analysed to appraise the actual carrying capacity of the bridge.The work could provide useful references for design and construction of the similar type of bridges.
Keywords:continuous rigid bridge  static experiment  analysis  
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