The length optimization of non-stayed cable segment to low-pylon cable-stayed bridge

被引：2

作者：

Bi, Hong Tao ^{[1
]}

Wu, Liang ^{[2
]}

机构：

[1] Harbin Univ Sci & Technol, Harbin, Peoples R China

[2] Dalian Univ Technol, Dalian, Peoples R China

来源：

MECHANICAL ENGINEERING, MATERIALS SCIENCE AND CIVIL ENGINEERING | 2013年 / 274卷

关键词：

Low-pylon cable-stayed bridge; Numerical Analysis; Mechanical Properties; Length of non-stayed cable segment;

D O I：

10.4028/www.scientific.net/AMM.274.490

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

In this paper, combined with the background engineering, according to the cable-stayed bridge's design theory, through the adjustment of cable force to change the structure's internal force by using the big general finite element method software which is named Midas/Civil, and then analyzed the related parameters affecting to structural internal force and distortion, which obtained the reasonable length of non-stayed cable segment to this kind of bridge.

引用

页码：490 / +

页数：2