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大跨度钢筋混凝土拱桥的几何非线性对结构内力及变形的影响
引用本文:姜小明.大跨度钢筋混凝土拱桥的几何非线性对结构内力及变形的影响[J].中南公路工程,2003,28(1):35-36,41.
作者姓名:姜小明
作者单位:湖南省交通科学研究院 湖南长沙410015
摘    要:采用几何非线性基本理论,分析大跨度钢筋混凝土拱桥结构内力及变位情况,提出了今后设计、施工应当考虑几何非线性对于结构内力及变形的影响。

关 键 词:大跨度钢筋混凝土拱桥  变形  内力  几何非线性  桥梁结构
文章编号:1002-1205(2003)01-0035-02

Effects of Geometric Non-Linearity on Internal Forces and Deformation of Large Span Concrete Arched Bridges
JIANG Xiao,ming.Effects of Geometric Non-Linearity on Internal Forces and Deformation of Large Span Concrete Arched Bridges[J].Central South Highway Engineering,2003,28(1):35-36,41.
Authors:JIANG Xiao  ming
Abstract:?Using geometric non-Linearity theories, this study analyzed the internal forces and deformation of large span reinforced concrete arched bridges and suggested that the effects should be considered in the design and construction
Keywords:large span arched bridge  internal force and deformation  effect of geometric non-linearity  
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