期刊文献+

独塔协作体系斜拉桥设计参数研究 被引量:8

Studies of Design Parameter on Cable Stayed Bridge of Single Tower Cooperative System
在线阅读 下载PDF
导出
摘要 协作体系斜拉桥是一种较为新颖的斜拉桥的结构形式。对于工程中常见的独塔协作体系斜拉桥,本文从边跨与主跨、塔高与主跨的比值等设计参数着手,分析协作体系斜拉桥合理的布置形式,提出合理的取值范围,并对边跨有无辅助墩的普通斜拉桥与协作体系进行比较。 Cable stayed bridge of cooperative system is a relatively novel structure form of such bridge. For cable stayed bridge of single tower cooperative system often used in practice, this paper analyzes the reasonable form of this sytem in detail from the ratios of side span to main span and tower′s height to main span and recommends reasonable scope of parameters. Moreover, the paper compares the cable stayed bridges of cooperative system to normal cable stayed bridges with or without auxiliary piers in side spans, and provides reference for the design of such bridge.
作者 戴利民
机构地区 同济大学
出处 《结构工程师》 1999年第3期7-13,共7页 Structural Engineers
关键词 独塔 协作体系 斜拉桥 边主跨比 塔高跨比 设计 single tower, cooperative system, the ratios of side span to main span, tower′s height to main span
  • 相关文献

同被引文献38

引证文献8

二级引证文献46

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部