Seismic Response of a Viaduct under Near-fault Earthquakes

被引:2
作者
Chen Yanjiang [1 ]
Zhang Yubo [1 ]
Yan Weiming [1 ]
Li Yong [1 ]
机构
[1] Beijing Univ Technol, Sch Architecture & Civil Engn, Beijing 100124, Peoples R China
来源
PROGRESS IN STRUCTURE, PTS 1-4 | 2012年 / 166-169卷
关键词
Near-Fault Earthquakes; Viaduct; Dynamic Response;
D O I
10.4028/www.scientific.net/AMM.166-169.2368
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Abundant long-periodic components endue near-fault earthquakes with large velocity pulses while the viaducts owe long periodic fundamental period. To explore the seismic response patterns of viaducts under near-fault earthquakes, the paper analyzed the time history response of a viaduct under near-fault seismograms including TCU 1063, TCU 065, El centro and Artificial wave via FEM software Civil. The analysis shows a significant boost in near-fault seismic response as the value of PGV/PGA increased accordingly, indicates that the near-fault pulse affects strongly on the structural dynamic response of the viaducts.
引用
收藏
页码:2368 / 2372
页数:5
相关论文
共 6 条
[1]  
Chen Huifa, 2008, BRIDGE ENG SEISMIC D
[2]  
Fan L C, 2001, LONG SPAN BRIDGES SE
[3]   Earthquake response of a base-isolated bridge subjected to strong near-fault ground motion [J].
Jonsson, Magni Hreinn ;
Bessason, Bjarni ;
Haflidason, Einar .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2010, 30 (06) :447-455
[4]   Effects of hysteretic model on seismic demands: Consideration of near-fault ground motions [J].
Loh, CH ;
Wan, SU ;
Liao, WI .
STRUCTURAL DESIGN OF TALL BUILDINGS, 2002, 11 (03) :155-169
[5]  
Somerville PG., 1997, Seismol Res Lett, V68, P199, DOI [10.1785/gssrl.68.1.199, DOI 10.1785/GSSRL.68.1.199]
[6]  
[杨迪雄 Yang Dixiong], 2005, [地震工程与工程振动, Earthquake Engineering and Engineering Vibration], V25, P119