Analyze the Impact of the Thin-walled Hollow Pier by Construction of Reservoir

被引：0
|
作者：
Tang, Kedong [1 ]
Jin, Fenggui [1 ]
机构：
[1] North China Univ Water Resources & Elect Power, Zhengzhou 450011, Peoples R China
来源：
CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE II, PTS 1 AND 2 | 2013年 / 438-439卷
关键词：
thin-walled hollow piers; ANSYS; stress analysis;
D O I：
10.4028/www.scientific.net/AMM.438-439.1262
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The river dam intends to build at 280m downstream of a built bridge. This paper, using ANSYS finite element software, establishes a rational and realistic model to analyze the influence of the reservoir construction on the thin-walled hollow pier of built bridge. The variation of the stress of the bridge thin-walled hollow pier before and after impounding of the reservoir is given out, which can be as a guidance for future reinforcing the thin-walled hollow pier.
引用
收藏
页码：1262 / 1264
页数：3
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