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《Earthquake Engineering and Engineering Vibration》 2002-02
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Study on aseismic design method of restrainers for highway bridge

DAI Fu-hong, ZHAI Tong (Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China)  
In this paper, a simply-supported bridge and a multi-frame bridge model are established. According to the variations of the type,stiffness,location of restrainers and earthquake-input etc, the digital simulated studies are done and the results show that the ratio of stiffness between restrainers and pier(frame), ranging from 0.5 to 2, is better. The research on applications of the current design method for the two examples of structures is presented.
【Fund】: 地震科学联合基金资助项目 ( 10 0 0 15 )
【CateGory Index】: U443.5
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【References】
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【Co-citations】
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1 LIANG Xin1,2,WANG Chong2(1.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China;2.Department of Civil Engineering,Guangxi University of Technology,Liuzhou 545006,China);Aseismic behavior assessment on framing cable-stayed bridge with linked tower[J];Sichuan Building Science;2011-03
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6 CHEN Yong-jian1,ZHANG Chao1,XU li1,FANG Zhen-zheng1,YE Jian-bo2(1.College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350108,China;2.Fuzhou Planning Design and Research Institute,Fuzhou,Fujian 350003,China);DYNAMIC CHARACTERISTICS ANALYSIS ON LONG-SPAN CABLE-STAYED BRIDGE IN CONSIDERING SOIL-PILE INTERACTION[A];[C];2012
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【Co-references】
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1 SUN Jun,LIU Zheng,LIU Yong-fang (Faculty of Architectural Engineering,Kunming University of Science and Technology,Kunming650224,China);Studies on performance-based seismic design of engineering structures[J];Building Science Research of Sichuan;2005-03
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