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矮塔斜拉桥结构动力性能分析

Dynamic Characteristic Analysis of Extradosed Cable-stayed Bridge

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【作者】 宗家明熊志

【Author】 Zong Jiaming1,Xiong Zhi2(1.Kunming Rail Transit Co.,Ltd,Kunming 650011,China; 2.China Railway Siyuan Survey and Design Group Co.,Ltd.,Wuhan 430063,China)

【机构】 昆明轨道交通有限公司中铁第四勘察设计院集团有限公司

【摘要】 以2×85m跨度桥梁为例,运用Midas/civil有限元软件建立相同跨度的矮塔斜拉桥、连续刚构桥及传统斜拉桥空间梁单元模型,研究这3种桥梁形式动力性能的相似性及差异性,通过对比,凸显矮塔斜拉桥的动力性能特点。

【Abstract】 Taking a two-span(2x85m) bridge as an example,in this paper the finite element software Midas/civil is used to establish the three-dimensional beam element models of the same span of an extradosed cable-stayed bridge,a continuous rigid frame bridge and a traditional cable-stayed bridge.The similarities and differences of the dynamic performance of the three kinds of bridge are studied.Through these comparisons,the characteristics of the dynamic performance of extradosed cable-stayed bridge is highlighted.

  • 【文献出处】 交通科技 ,Transportation Science & Technology , 编辑部邮箱 ,2013年03期
  • 【分类号】U448.27;U441
  • 【被引频次】1
  • 【下载频次】45
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