Analysis on Stability of the Short-Pylon Cable-stayed Bridge

被引：0

作者：

Wen, Haiying ^{[1
]}

Liu, Yang ^{[1
]}

Yang, Gang ^{[1
]}

机构：

[1] Dalian Maritime Univ, Inst Rd & Bridge Engn, Dalian 116026, Peoples R China

来源：

ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4 | 2013年 / 353-356卷

关键词：

Short-Pylon Cable-stayed Bridge; stability; buckling; ANSYS;

D O I：

10.4028/www.scientific.net/AMM.353-356.3640

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This thesis took the Changshan Bridge in Dalian Changhai county as an example and adopted the general finite element software ANSYS to simulate it. Analyzed the stability of the completed bridge and the single free-standing tower state, and studied the buckling of the main girder and the thin-walled pier.

引用

页码：3640 / 3644

页数：5

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