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峪道河矮塔斜拉桥拉索初张力优化
引用本文:李宇.峪道河矮塔斜拉桥拉索初张力优化[J].科学技术与工程,2010,10(17).
作者姓名:李宇
作者单位:哈尔滨工业大学桥梁工程系,哈尔滨,150090
摘    要:矮塔斜拉桥是一种组合结构体系,其力学性能介于连续梁桥和斜拉桥之间.由于其良好的经济特性和美学效果,近些年在国内外得到了快速发展.对北京峪道河大桥主桥矮塔斜拉桥进行了设计分析,采用MIDAS建立的大桥的空间有限元模型,进行了索力优化和静力计算.

关 键 词:矮塔斜拉桥  影响矩阵  索力优化
收稿时间:3/27/2010 8:35:16 PM
修稿时间:4/3/2010 4:30:30 PM

Extradosed Cable-stayed Bridge Design and Static Calculations
liyu.Extradosed Cable-stayed Bridge Design and Static Calculations[J].Science Technology and Engineering,2010,10(17).
Authors:liyu
Abstract:Extradosed cable-stayed bridge are hybrid structures, whose mechanic characteristic lies between continuous beam bridge and cable-stayed bridges. In recent years, extradosed cable-stayed bridges have rapidly developed in the foreign and domestic because of its economy and beauty. In this paper, an analysis of Yu Dao River Bridge which is a extradosed cable-stayed bridge is carried out, using MIDAS established finite element model of the bridge and conducted cable force optimization and static calculations.
Keywords:
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