Seismic Responses of Deep-water Continuous Rigid-frame Bridge Supported by Lattice Piers

被引：0
|
作者：
Zhang, Feng [1 ]
Wei, Kai [1 ]
Zhang, Jiarui [1 ]
Liu, Qiang [1 ]
机构：
[1] Southwest Jiaotong Univ, Dept Bridge Engn, Civil Engn, Chengdu 610031, Sichuan, Peoples R China
来源：
2018 3RD INTERNATIONAL CONFERENCE ON SMART CITY AND SYSTEMS ENGINEERING (ICSCSE) | 2018年
关键词：
Lattice pier; rigid-frame bridge; seismic responses; deep-water; pier form; HYDRODYNAMIC PRESSURE;
D O I：
10.1109/ICSCSE.2018.00030
中图分类号：
TP18 [人工智能理论];
学科分类号：
081104 ; 0812 ; 0835 ; 1405 ;
摘要：
Seismic responses of deep water continuous rigid-frame bridge supported by lattice piers. Firstly, a bridge model with lattice main pier and a bridge model with rectangular hollowmain pier are built by SAP2000 respectively. And then the deep-water bridge models under earthquake are analyzed. The added mass is added to the nodes of bridge piers for consideringhydrodynamic force which the bridge suffers. The three earthquake waves are selected to analyze the seismic responses of bridge models under seismic load. The results show that: the forms of pier may lead to significant influence on the seismic responses of a bridge; the lattice main pier can reduce the moments of side piers under "vertical + transverse" earthquake and the rectangular hollow main pier can increase the moments of side piers under "vertical + longitudinal" earthquake. The study can provide a theoretical reference for theearthquake resistant design of deep-water rigid frame bridges in the future.
引用
收藏
页码：112 / 116
页数：5
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