非对称连续梁桥力学性能和设计方法研究
DOI:
作者:
作者单位:

1.河南省水利勘测设计研究有限公司;2.长沙理工大学

作者简介:

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中图分类号:

U442.5

基金项目:

国家重点研发计划项目(2021YFB2600900);国家自然科学基金面上项目(52078056)


Study on mechanical properties and design methods of asymmetrical continuous girder bridges
Author:
Affiliation:

1.Henan Water Conservancy Survey Design and Research Co., Ltd;2.Changsha University of Technology and Technology

Fund Project:

National Key Research and Development Plan Project(2021YFB2600900); National Natural Science Foundation(52078056)

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    摘要:

    本文介绍了非对称大跨度箱梁的计算分析及采取的设计措施,在边中跨比极不协调的情况下,采取一定的设计措施解决箱梁的受力不均衡和结构布置困难等问题,提出了非对称连续梁桥结构设计方法。对箱梁进行受力分析,对比分析了不同工况状态下结构的力学响应,结果表明该不对称箱梁结构合理,受力得到较大改善,为类似结构设计提供参考。

    Abstract:

    This paper introduces the calculation and analysis of asymmetrical large-span box girders and the design measures taken, and takes certain design measures to solve the problems of unbalanced force and structural layout difficulties of box girders under the condition that the edge-to-mid-span ratio is extremely uncoordinated, and the design methods of asymmetrical continuous girder bridges is developed in this paper. The mechancial analysis of the box girder is carried out, and the theoretical calculation results are compared with under different cases, and the results show that the structure of the box girder is reasonable and the force is greatly improved, which provides a reference for similar structural design.

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历史
  • 收稿日期:2022-06-03
  • 最后修改日期:2022-11-14
  • 录用日期:2022-12-05
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