期刊文献+

景观斜拉桥钢混组合索塔研究及设计 被引量:2

Research&Design of Steel-Concrete Composite Pylon of Landscape Cable-Stayed Bridge
下载PDF
导出
摘要 钢混组合索塔斜拉桥在景观桥梁及大跨度桥梁中运用非常广泛,而钢混结合段作为索塔传力的核心构件,其结构设计及连接方式对全桥结构安全极为重要。在总结前人研究成果的基础上,以府保黄河三桥为例,针对景观斜拉桥钢混组合索塔的构造及性能进行分析,为今后类似桥梁设计提供有益参考。 The steel-concrete composite cable-stayed bridge is widely used in landscape bridges&long-span bridges,and the steelconcrete composite section,as the core component of the cable tower force transmission,its structural design&connection mode are very important for the structural safety of the whole bridge.On the basis of summarizing the previous research results,taking the Third Bridge of Fubao Yellow River as an example,this paper analyzes the structure&performance of the steel-concrete composite pylon of the landscape cable-stayed bridge,which provides a useful reference for the design of similar bridges in the future.
作者 卢继明 刘瑜 LU Ji-ming;LIU Yu(Shanghai Urban Construction Municipal EngineeringCo.,Ltd.,Shanghai 200065,China)
出处 《中国市政工程》 2020年第2期108-111,136,137,共6页 China Municipal Engineering
关键词 景观斜拉桥 钢混组合索塔 结构设计 连接方式 landscape cable-stayed bridge steel-concrete composite cable tower structural design connection mode
  • 相关文献

参考文献2

二级参考文献15

  • 1张清华,李乔,唐亮.剪力连接件的三维非线性仿真分析方法[J].西南交通大学学报,2005,40(5):595-599. 被引量:14
  • 2胡建华,叶梅新,黄琼.PBL剪力连接件承载力试验[J].中国公路学报,2006,19(6):65-72. 被引量:135
  • 3Leonhardt F,.Amdme W,Andrae H P,Hmnre W.Neues erbundmittel fuer stahlverbund-tragwerke rnit hoher dauerfestigkeit(New,improved joint means for composite loadbearing structures with high fatigue strength)[J].Beton-und Stahlbetonbau,1987,82(12).
  • 4Velendanda M R,Hosain M U.Behaviour of perfobond rib shear connector:push-out tests[-J].Canadian Journal of Civil Engineering,1992,19(1).
  • 5Leonhardt F.Development and testing of a new shear connector for steel-concrete composite bridges[C].4th International bridge engineering conference,1995.
  • 6Oguejiofor E C,Hosain M U.Parametric study of perfobond rib shear connectors[J].Canadian Journal of Civil Engineering,1994,21(4).
  • 7Oguejiofor E C,Hosain M U.Perfobond rib connectors for composite beams[J].Composite Construction in Steel and Concrete,1992.
  • 8Velendanda M R,Hosain M U.Behaviour of perfobond rib shear connector:push-out tests[C].Proceedings of the Annual Conference and Biennial Environmental Specialty Conference,1990,712.
  • 9Oguejiofor E C,Hosain M U.Behaviour of perfobond rib shear connectors in composite beams:Full size tests[C].Proceedings of the Annual Conference and Biennial Environmentsl Speciality Conference,1990,751.
  • 10西南交通大学.厦门马新大桥钢-混结合段剪力键选型试验报告[R].2008.

共引文献26

同被引文献16

引证文献2

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