高桩码头轴向刚性系数对弯矩的影响
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:


Influence of axial rigidity coefficient on bending moment of high-pile 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:

    为了研究轴向刚性系数对弯矩的影响,根据不同的轴向刚性系数对应的弯矩不同,引入无量纲支座相对系数α,系统地研究不同荷载分布形式下对应的α对弯矩的影响。通过分析得到:轴向刚性系数主要影响0~1.5边跨范围内的弯矩,悬臂越大影响越小;弯矩与α13、α23存在线性关系;通过线性拟合,找到不同的荷载分布形式下α的变化对弯矩的影响,进而让设计及研究者更加理解轴向刚性系数与弯矩之间的关系。

    Abstract:

    To study the influence of the axial rigidity coefficient on the bending moment of the high-pile wharf,according to the fact that different axial rigidity coefficients are corresponding to different bending moments,we introduce the dimensionless bearing relative coefficient α to research systematically the influence of α on the bending moment under different load distributions.It is concluded that the axial rigidity coefficient mainly influences the bending moments within the range of 0~1.5 side span,the longer the cantilever,the smaller the effect;there is a linear relation between α1/3and α23to the bending moment.By the linear fitting,we find the influences of α on the bending moment under different load distributions,and let the designers and researchers better understand the relationship between the bending moment and axial rigidity coefficient.

    参考文献
    相似文献
    引证文献
引用本文

吴国茂,李 达,戴志峰.高桩码头轴向刚性系数对弯矩的影响[J].水运工程,2016(5):35-38.

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: 2016-05-16
  • 出版日期:
文章二维码