中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2005, Vol. 24 ›› Issue (6): 10-13.

• • 上一篇    下一篇

异形箱梁桥力学行为研究

陈翰新1,2   

  1. 1. 重庆市设计院, 重庆 400015;
    2. 重庆交通学院, 重庆 400074
  • 收稿日期:2004-12-29 修回日期:2005-03-15 出版日期:2005-12-15 发布日期:2016-11-09
  • 作者简介:陈翰新(1967-),男,广东揭阳人,硕士生,教授级高级工程师,国家一级注册结构工程师,从事道路桥梁设计研究工作

Research on mechanics behavior of irregular box-girder bridges

CHEN Han-xin1,2   

  1. 1. Chongqing Architectural Design Institute, Chongqing 400015, China;
    2. Chongqing Jiaotong University, Chongqing 400074, China
  • Received:2004-12-29 Revised:2005-03-15 Online:2005-12-15 Published:2016-11-09

摘要: 结合重庆江南立交工程介绍异形箱梁桥空间理论分析,给出各工况下的理论与相应工况静载试验结果对比值,以验证ANSYS计算软件模拟异形箱梁计算的可行性和可靠性,得出一些结论供参考.

关键词: 异形箱梁, 空间理论分析, 静载试验

Abstract: United with the project of Chongqing Jiangnan intersection, the paper introduces a method of spatial theoretic analysis of irregular box-girder bridges, and presents the paralleled numerical values between the theoretical and relevant static-load experimental outcomes under each working condition. These values are given in order to examine the feasibility and reliability for the calculanting method of irregular box girder by the ANSYS simulator program in relevant bridges, and to draw some conclusions as references.

Key words: irregular box-girder, spatial theoretic analysis, static-load experiment

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