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矮塔斜拉桥施工过程非线性受力分析
引用本文:李旺,王解军,彭小亮.矮塔斜拉桥施工过程非线性受力分析[J].中南公路工程,2014(2):205-206,226.
作者姓名:李旺  王解军  彭小亮
作者单位:中南林业科技大学 土木工程与力学学院,湖南 长沙410004
摘    要:以矮塔斜拉桥为工程背景,考虑矮塔斜拉桥在施工过程中的体系转换与非线性效应的影响,采用桥梁专用计算软件 MIDAS/CIVIL对矮塔斜拉桥施工过程进行模拟分析,分析了矮塔斜拉桥在恒载作用下,双非线性对桥梁挠度、内力及应力影响,提出了有益建议,可为同类桥梁的设计与施工控制提供一定的参考。

关 键 词:矮塔斜拉桥  几何非线性  材料非线性  施工过程

Nonlinear Analysis for Short Tower Cable-stayed Bridge in Construction
LI Wang,WANG Jiejun,PENG Xiaoliang.Nonlinear Analysis for Short Tower Cable-stayed Bridge in Construction[J].Central South Highway Engineering,2014(2):205-206,226.
Authors:LI Wang  WANG Jiejun  PENG Xiaoliang
Institution:( College of Civil Engineering and Mechanics, Central South University of Forestry and Techno-logy, No. 498 Shaoshan Road, Changsha, Hunan 410004, China)
Abstract:Taking the short tower cable-stayed bridge for the enginering background,Considering the influence of system transformation and the nonlinear effect of the short tower cable-stayed bridge in the construction process,Using the special bridge calculation software MIDAS/CIVIL simulation the con-struction process of the short tower cable-stayed bridge.Analysis of the short tower cable-stayed bridge under dead load,double nonlinear influence on the deflection,internal force and stress.Put forward the useful suggestions,may provide some references for design and construction of the Similar bridge.
Keywords:short tower cable-stayed bridge  geometrical non-linearity  material non-linearity  construction process
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