重庆交通大学学报(自然科学版) ›› 2005, Vol. 24 ›› Issue (6): 10-13.
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陈翰新1,2
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CHEN Han-xin1,2
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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
中图分类号:
U441
陈翰新. 异形箱梁桥力学行为研究[J]. 重庆交通大学学报(自然科学版), 2005, 24(6): 10-13.
CHEN Han-xin. Research on mechanics behavior of irregular box-girder bridges[J]. Journal of Chongqing Jiaotong University(Natural Science), 2005, 24(6): 10-13.
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http://xbzk.cqjtu.edu.cn/CN/Y2005/V24/I6/10