大跨度桥梁非线性计算的空间梁格模型研究
DOI:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

TU37

基金项目:


Wind Response Research on Roof Structure of Shanghai South Railway Station
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:

    建立了某大跨度刚构梁柔性拱桥空间梁格模型,同时考虑了几何非线性和材料非线性,对其极限承载力进行了计算研究.研究表明,空间梁格模型能较好地模拟出桥梁的初始缺陷,是一种大跨度桥梁非线性计算中较合理的建模方法.

    Abstract:

    With the development of building technology and techniques,more and more new types of large-span roof structures comes out,they are light,flexible and colorful.Many new space structures are being developed by means of using new materials and technologies.And Shanghai South Railway Station being built is one of these new structures.But large-span structures have the characteristics of low gravity,large flexibility and low damp.Wind load is the key to structure design.Results are acquired by wind tunnel test on model of Shanghai South Railway Station,and analysis with the ANSYS,The tests results can be used as references for roof structure design,and the production of Shanghai South Railway Station built is being achieved.

    参考文献
    相似文献
    引证文献
引用本文

文方针; 彭可可.大跨度桥梁非线性计算的空间梁格模型研究[J].华东交通大学学报,2006,23(1):33-36.
. Wind Response Research on Roof Structure of Shanghai South Railway Station[J]. JOURNAL OF EAST CHINA JIAOTONG UNIVERSTTY,2006,23(1):33-36

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:2005-08-20
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期:
  • 出版日期:
关闭