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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

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【作者】 陈策钟建驰

【Author】 CHEN Ce,ZHONG Jian-chi(Jiangsu Provincial Yangtze River Highway Bridge Construction Commanding Department,Taizhou 225321,China)

【机构】 江苏省长江公路大桥建设指挥部江苏省长江公路大桥建设指挥部 江苏泰州225321江苏泰州225321

【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.

  • 【分类号】U448.25
  • 【被引频次】33
  • 【下载频次】265
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