Seismic Response of Prestressed Concrete Bridge with CFST Piers

被引:0
|
作者
Zhou, Shao-Lin [1 ]
Zhang, Zhao [1 ]
机构
[1] Shandong Hispeed Grp Co Ltd, Sichuan Ind Dev Co Ltd, Chengdu, Sichuan, Peoples R China
来源
INTERNATIONAL CONFERENCE ON ENERGY DEVELOPMENT AND ENVIRONMENTAL PROTECTION (EDEP 2017) | 2017年 / 168卷
关键词
Prestressed concrete bridge; Seismic; CFST pier;
D O I
暂无
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Large span prestressed concrete girder is among the most reasonable bridge structure in the mountainous regions of southwestern China. However, it is particularly challenging to develop efficient solutions for the unpretendingly tall piers in order to across the steep gorges. In this paper, the nonlinear finite element model of the proposed prestressed concrete girder bridge has been developed, and the seismic response of the high piers of concrete filled steel tube was determined by detailed numerical analysis. Some recommendations have been proposed according to the numerical results.
引用
收藏
页码:365 / 370
页数:6
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