首页 | 本学科首页   官方微博 | 高级检索  
     检索      

多塔连跨悬索桥综述
引用本文:张劲泉,曲兆乐,宋建永,杨昀.多塔连跨悬索桥综述[J].公路交通科技,2011,28(9):30-45,52.
作者姓名:张劲泉  曲兆乐  宋建永  杨昀
作者单位:交通运输部公路科学研究院,北京,100088
基金项目:国家科技支撑计划项目(2009BAG15B01)
摘    要:首先,回顾了国内外多塔连跨悬索桥的工程发展概况.进而总结其土部结构总体设计和主要构件设计的技术特点.阐述了中央扣和弹性索的区别、联系以及各自在大跨度多塔连跨悬索桥领域的应用.最后,归纳了提高多塔连跨悬索桥纵向刚度这一核心问题的三大途径,即增大中塔纵向抗弯刚度、采用塔梁固结体系和改变缆索体系.

关 键 词:桥梁工程  多塔  悬索桥  综述  设计

Overview of Multi-pylon Multi-span Suspension Bridge
ZHANG Jinquan,Q Zhaole,SONG Jianyong,YANG Yun.Overview of Multi-pylon Multi-span Suspension Bridge[J].Journal of Highway and Transportation Research and Development,2011,28(9):30-45,52.
Authors:ZHANG Jinquan  Q Zhaole  SONG Jianyong  YANG Yun
Institution:ZHANG Jinquan,Qü Zhaole,SONG Jianyong,YANG Yun(Research Institute of Highway,Ministry of Transport,Beijing 100088,China)
Abstract:First,the development situation of multi-pylon multi-span suspension bridges at home and abroad was reviewed.Next,the technical features of overall design of superstructure and design of main components were summarized.Then,the difference and relation between central buckle and elastic cable as well as their application on long-span multi-pylon multi-span suspension bridge were elaborated.Finally,three approaches to improve longitudinal stiffness of multi-pylon multi-span suspension bridge,i.e.,increasing t...
Keywords:bridge engineering  multi-pylon  suspension bridge  overview  design  
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号