FEM Analysis for Seismic Performance of Large Aqueduct Structure with Different Bent-height

被引：0
|
作者：
Duan, Qiuhua [1 ]
Yang, Lufeng [2 ]
Lou, Menglin [3 ]
机构：
[1] Guangxi Univ, Coll Civil Engn & Architecture, Minist Educ, Key Lab Disaster Prevent & Struct Safety, Nanning 530004, Guangxi, Peoples R China
[2] Guangxi Zhuang Autonomous Region Hall Housing & U, Nanning, Peoples R China
[3] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
来源：
PROGRESS IN CIVIL ENGINEERING, PTS 1-4 | 2012年 / 170-173卷
关键词：
Aqueduct Structure; Seismic Performance; Bent-height; FEM Analysis;
D O I：
10.4028/www.scientific.net/AMM.170-173.1837
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper mainly uses finite element method (FEM) to research how the bent-height influence on dynamic characteristic, acceleration reaction, dynamic water pressure, dynamic stress reaction of the aqueduct-water coupling structure seismic performance. Through calculation and analysis some significant results were obtained.
引用
收藏
页码：1837 / +
页数：3
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