浅析独柱曲线梁桥稳定性及抗倾覆对策
作者:
作者单位:

(北京市市政工程设计研究总院有限公司, 北京市 100082)

作者简介:

王紫玉(1984—), 男, 本科, 高级工程师, 从事桥梁设计工作。

通讯作者:

中图分类号:

U445.7 + 1

基金项目:


Brief Analysis on Stability and Anti-overturning Countermeasures of Single-column Curved Beam Bridge
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    伴随独柱曲线梁桥的广泛应用,其自身病害也多向发展。目前,桥梁稳定问题已经引起了社会和越来越多结构设计者的重视。通过对独柱曲线梁桥的受力特点和病害形态进行剖析,并结合具体算例进行计算分析,总结出影响独柱曲线梁桥稳定的各种因素,并提出相应的解决对策,打造出合理的支承体系,从而为今后此类桥梁的设计提供一些参考和借鉴。

    Abstract:

    With the wide application of single-column curved beam bridge, its own diseases are developing in many directions. At present, the problem of bridge stability has attracted more and more attentions of the society and structural designers. Through the analysis of the stress characteristics and disease forms of single-column curved beam bridge, and combined with specific calculation examples, various factors affecting the stability of single-column curved beam bridge are summarized, the corresponding countermeasures are put forward and a reasonable support system is created so as to provide some references for the design of this kind of bridge in the future.

    参考文献
    相似文献
    引证文献
引用本文

王紫玉.浅析独柱曲线梁桥稳定性及抗倾覆对策[J].城市道桥与防洪,2021,(8):152-155.

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2020-12-14
  • 最后修改日期:2020-12-17
  • 录用日期:2020-12-21
  • 在线发布日期: 2025-08-21
  • 出版日期:
关闭