+高级检索 English
超大跨度桥一概念、材料和方案
作者:
作者单位:

作者简介:

Jean M.MULLER

通讯作者:

中图分类号:

基金项目:


Very large span bridge - Concept, material and scheme
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:

    对于200m到1000m大跨度桥,设计者可以在不同的方案中进行选择:梁、架、拱、斜拉索和悬索,然而,对于超大跨度即超过1000m的桥梁则需应用预应力技术,此时供选择的方案为斜拉索和悬索,若超过斜拉索所及的跨的限度,那悬索桥方案就是唯一的选择了。本文的双索概念对主跨为3000m甚至更长的桥梁提供另一种新选择,并简述在超大跨度桥梁设计中的一些方面,如弹性稳定性、抗风和抗震性能等。

    Abstract:

    For the 200m to 1000m long-span bridge, the designer can choose from different schemes: beams, frames, arches, stay cables and suspension cables, however, for the super-span bridge that exceeds 1000m, prestressing technology is required. At this time, the alternatives are the cable and the suspension cable. If the span limit reached by the cable is exceeded, the suspension bridge solution is the only choice. The double cable concept in this paper provides a new option for Bridges with main span of 3000m or longer, and briefly describes some aspects in the design of super span Bridges, such as elastic stability, wind resistance and seismic performance.

    参考文献
    相似文献
    引证文献
引用本文

Jean M. Muller, Tang Jianguo, Chen Yunxiang Very large span bridge - Concept, material and scheme. Prestress Technology 1998,2(06):27-32. 10.59238/j. pt.1998.06.008

复制
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: 2023-08-09
  • 出版日期: