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矮塔斜拉桥结构仿真分析
引用本文:兰先亮.矮塔斜拉桥结构仿真分析[J].西部交通科技,2013(1):45-49.
作者姓名:兰先亮
作者单位:新疆八方达交通勘察设计研究院,新疆乌鲁木齐,830011
摘    要:文章以某矮塔斜拉桥为工程背景,采用MIDAS建立了矮塔斜拉桥的有限元分析模型,对该桥施工阶段和营运阶段的内力和应力情况进行仿真分析,为同类桥梁的设计和施工控制提供方法依据。

关 键 词:矮塔斜拉桥  有限元分析模型  仿真分析

Simulation Analysis of Extradosed Cable-stayed Bridge Structure
LAN Xian-liang.Simulation Analysis of Extradosed Cable-stayed Bridge Structure[J].Western China Communication Science & Technology,2013(1):45-49.
Authors:LAN Xian-liang
Institution:LAN Xian-liang(Xinjiang Bafangda Transportation Planning Surveying and Design Institute,Urumqi,Xinjiang,830011)
Abstract:With an extradosed cable-stayed bridge as engineering background, the article used MIDAS to establish the finite element analysis model of extradosed cable-stayed bridge,and conducted the simulation analysis of internal force and stress situation of this bridge during the construction phase and operation phase, providing the method basis for the design and construction control of similar bridges.
Keywords:Extradosed cable-stayed bridge  Finite element analysis model  Simulation analysis
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