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悬索结构初始状态及放样状态的确定分析
引用本文:张莉,张其林,丁佩民.悬索结构初始状态及放样状态的确定分析[J].同济大学学报(自然科学版),2000,28(1):9-13.
作者姓名:张莉  张其林  丁佩民
作者单位:同济大学建筑工程系上海 200092
基金项目:上海市教委曙光基金资助项目
摘    要:首先给出了悬索结构的初态平衡方程,并提出了一种求解结构在初始态预应力分布的线性化方法,提出了的方法是以结构的预应力分布为未知量,而结构的几何外形由设计者给定,在预应力态确定的基础上,提出了一种如何由预应力态反算结构几何放样状态的方法,算例表有提出的方法是可行、实用的。

关 键 词:悬索结构  预应力分布  几何放样状态  初始状态
文章编号:0253-374(2000)01-0009-05

Initial Equilibrium and Geometry Zero State Solution Methods for Cable Structures
ZHANG Li,ZHANG Qi-lin,DIN Pei-min.Initial Equilibrium and Geometry Zero State Solution Methods for Cable Structures[J].Journal of Tongji University(Natural Science),2000,28(1):9-13.
Authors:ZHANG Li  ZHANG Qi-lin  DIN Pei-min
Abstract:In this paper the initial equilibrium problem for cable structures is firstly described and the linear solution method is then presented. The prestress distribution in the reference configuration which is explicitly defined by the designer can be effectively found by using the method of this paper. On the basis of the found initial equilibrium state, this paper presents a procedure for inversely searching the structure's geometry zero position. The sample results demonstrate that the methods of this paper is practicable and practical.
Keywords:cable structure  prestress distribution  geometry zero state  
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