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斜拉桥成桥索力优化理论及方法的最新进展
引用本文:田源,杨海霞.斜拉桥成桥索力优化理论及方法的最新进展[J].三峡大学学报(自然科学版),2013,35(2):47-52.
作者姓名:田源  杨海霞
作者单位:河海大学力学与材料学院,南京,210098
摘    要:从是否计入斜拉桥几何非线性影响的角度分别介绍了合理成桥状态下斜拉桥索力优化采用的基本方法,并对各种方法的优缺点及适用情况进行了较为系统的总结与评述,为其进一步研究提供了新思路.

关 键 词:斜拉桥  合理成桥状态  索力优化  分析方法

Recent Development of Optimization Theory and Methods for Bridge-completing Cable Force of Cable Staged Bridge
Tian Yuan , Yang Haixia.Recent Development of Optimization Theory and Methods for Bridge-completing Cable Force of Cable Staged Bridge[J].Journal of China Three Gorges University(Natural Sciences),2013,35(2):47-52.
Authors:Tian Yuan  Yang Haixia
Institution:Tian Yuan Yang Haixia(College of Mechanics & Materials,Hohai Univ.,Nanjing 210098,China)
Abstract:The basic theory of cable force optimization for cable staged bridge under the rational completion stage is briefly introduced from the viewpoint whether to consider the effect of the geometrical nonlinearity of cable-stayed bridge or not. Moreover, the corresponding advantages and disadvantages of various methods and applications are summarized and reviewed systematically. Finally, several new ideas are proposed for the further study.
Keywords:cable-stayed bridge  rational completion stage  cable force optimization  analytical method
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