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洪水期钢栈桥横向稳定性分析
引用本文:冯燕平,鲍军岗,杨辉.洪水期钢栈桥横向稳定性分析[J].西部交通科技,2012(6):50-53.
作者姓名:冯燕平  鲍军岗  杨辉
作者单位:中交一公局第四工程有限公司,广西南宁,530031
摘    要:文章依托兰渝铁路南充嘉陵江特大桥钢栈桥工程实例,利用有限元模型对洪水期流水压力作用下的钢栈桥横向稳定性进行了模拟分析,并基于此提出了相应的结构优化方案及构造措施。

关 键 词:洪水期  钢栈桥  横向稳定性  分析

Lateral Stability Analysis of Steel Trestle during the Flood Period
FENG Yan-ping,BAO Jun-gang,YANG Hui.Lateral Stability Analysis of Steel Trestle during the Flood Period[J].Western China Communication Science & Technology,2012(6):50-53.
Authors:FENG Yan-ping  BAO Jun-gang  YANG Hui
Institution:(The Fourth Engineering Co.,Ltd.of CCCC First Highway Engineering Co.,Ltd.,Nanning,Guangxi,530031)
Abstract:Relying on the case of Steel Trestle engineering of Nanchong Jialing River Super-large Bridge in Lanzhou-Chongqing Railway,the article used the finite element model to conduct the simulation analysis on lateral stability of steel trestle under the pressure of flow-ing water in the flood period,and based on which it proposed the corresponding structure optimization plan and structuring measures.
Keywords:Flood period  Steel trestle  Lateral stability  Analysis
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