高桩码头应变监测与结果分析
DOI:
CSTR:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:


Strain monitoring and results analysis of high-piled wharf
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:

    为了解高桩码头理论计算与实际情况之间的吻合状况,在主要构件上安装应变监测系统,测得码头构件在船舶靠泊、码头面堆载、岸桥作业3种工况下的应变值。分析监测结果,并与理论计算值进行对比。结果表明:1)现场监测结果与理论建模计算的结果存在差异,但是二者的趋势是一致的;2)加固改造方案有效;3)对码头构件的实际受力状况有了直观了解。

    Abstract:

    In order to understand the coincidence between the theoretical calculation and the actual situation of the high-piled wharf,the strain monitoring system is installed on the main components to measure the strain values of the wharf components under three working conditions:ship berthing,stacking on wharf surface,and quay crane operation. The monitoring results are analyzed and compared with the theoretical calculation values. The results show that:1)There are differences between the field monitoring results and the theoretical modeling results,but their trend is consistent. 2)The reinforcement scheme is effective. 3)We have a direct understanding of the actual stress condition of wharf components.

    参考文献
    相似文献
    引证文献
引用本文

李瑞刚,朱明友.高桩码头应变监测与结果分析[J].水运工程,2021(10):236-240.

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:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2021-10-12
  • 出版日期:
文章二维码