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三塔悬索桥关键设计参数对其结构行为的影响
Impact of Key Design Parameters of Three-Tower Suspension Bridge on Structural Behavior of the Bridge
【摘要】 泰州长江公路大桥初步设计推荐2×1 080 m的三塔双主跨悬索桥方案。利用有限元模型对其关键设计参数如矢跨比、中塔高度、加劲梁高度,以及支承体系等对其结构行为的影响进行了研究,研究成果均在泰州长江公路大桥初步设计中采用。
【Abstract】 In the preliminary design of Taizhou Changjiang River Highway Bridge,the proposed structural type of a three-tower suspension bridge with two main spans(2×1 080 m) was recommended for the main bridge of the Bridge.Using the finite element model,this paper investigated the impact of several key design parameters,such as the rise-to-span ratio,intermediate tower height,stiffening girder depth and supporting systems,of the three-tower suspension bridge on the structrual behavior of the bridge and the results of the investigation were already adopted in the preliminary design of the Bridge.
【关键词】 三塔悬索桥;
有限元分析;
设计参数;
结构行为;
【Key words】 three-tower suspension bridge; finite element analysis; design parameter; structural behavior;
【Key words】 three-tower suspension bridge; finite element analysis; design parameter; structural behavior;
- 【文献出处】 世界桥梁 ,World Bridges , 编辑部邮箱 ,2008年02期
- 【分类号】U448.25
- 【被引频次】33
- 【下载频次】265