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钢管混凝土拉索拱桥桥型结构特性分析
引用本文:严云,徐海燕,任亮,上官兴,刘迎春.钢管混凝土拉索拱桥桥型结构特性分析[J].世界桥梁,2007(3):42-44.
作者姓名:严云  徐海燕  任亮  上官兴  刘迎春
作者单位:华东交通大学土木建筑学院,江西,南昌,330013
摘    要:钢管混凝土拉索拱桥是在"桁式组合拱桥"的基础上将钢管混凝土拱桥、桁架拱桥、斜拉桥的技术特点综合起来,扬长避短,而构思出的一种新桥型。通过对全桥在恒载作用下变形和内力的分析研究,得出了该桥型的基本特点是以钢管混凝土拱肋受力为主的结构体系。

关 键 词:桁式组合拱桥  钢管混凝土  斜拉索  有限元分析
文章编号:1670-7767(2007)03-0042-03
修稿时间:2006-07-10

Analysis of Structural Behavior of Cable-Supported Concrete-Filled Steel Tube Arch Bridge Type
YAN Yun,XU Hai-yan,REN Liang,SHANGGUAN Xing,LIU Ying-chun.Analysis of Structural Behavior of Cable-Supported Concrete-Filled Steel Tube Arch Bridge Type[J].World Bridges,2007(3):42-44.
Authors:YAN Yun  XU Hai-yan  REN Liang  SHANGGUAN Xing  LIU Ying-chun
Institution:School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, China
Abstract:The cable-supported concrete-filled steel tube arch bridge is a new bridge type developed on the basis of the truss type hybrid arch bridge by combining various techniques and making full advantages of the concrete-filled steel tube arch bridge,truss arch bridge and cable-stayed bridge.In this paper,through analytic study of the deformation and internal forces of the overall cable-supported concrete-filled steel tube arch bridge under the action of dead load,the basic feature of the bridge has been obtained,that is,the bridge is a kind of structural system with its concrete-filled steel tube arch ribs working as the major carrying components.
Keywords:truss type hybrid arch bridge  concrete-filled steel tube  stay cable  finite element analysis
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