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高低塔斜拉桥主塔承台优化及其结构计算分析
引用本文:陈庆志,蒋玲玲.高低塔斜拉桥主塔承台优化及其结构计算分析[J].西部交通科技,2011(11):48-54.
作者姓名:陈庆志  蒋玲玲
作者单位:1. 广西吉泰投资有限公司,广西南宁,530001
2. 四川中恒工程设计研究院,广西南宁,530001
摘    要:文章在对拟建南宁外环公路大冲邕江特大桥的自然条件、水文、地质、航道等因素进行分析研究的基础上,对原方案大桥主塔承台进行优化设计,并采用有限元软件建立全桥和局部有限元模型进行结构计算分析及验算,确定优化方案的合理性及可行性,为类似工程设计提供参考。

关 键 词:高低塔斜拉桥主塔承台  优化设计  结构计算分析  可行性

Optimum Plan and Structural Calculation Analysis of the Main Tower Platform of High-low Towers Cablestayed Bridge
CHEN Qing-zhi,JIANG Ling-ling.Optimum Plan and Structural Calculation Analysis of the Main Tower Platform of High-low Towers Cablestayed Bridge[J].Western China Communication Science & Technology,2011(11):48-54.
Authors:CHEN Qing-zhi  JIANG Ling-ling
Institution:CHEN Qing-zhi1,JIANG Ling-ling2(1.Guangxi Jitai Investment Company,Nanning,Guangxi,530001,2.Sichuan Zhongheng Institute,530001)
Abstract:Based on the study on the environmental condition,hydrology,geology,waterway and other factors that might impact the Yongjiang extra-large bridge,the article performs optimum design to the main tower platform on the original design plan.It also uses finite element software to build the whole bridge and partial finite element model to perform struc-ture calculation and analysis,which ensure the feasibility of this plan and provides reference to related design.
Keywords:High-low towers cable-stayed bridge main tower platform  Optimum design  Structure calculation analysis  Feasibility  
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