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1 |
TAO Lian-jin, WANG Pei-lin, BIAN Jin (College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China);A Shaking Table Test Method on the Representative Subway Station Structure[J];Journal of Beijing University of Technology;2006-09 |
2 |
Jiang JianJun, Zhou HongBo;Influence of Nonlinear Viscous Damper on Earthquake Response of Suspension Bridge[J];Urban Roads Bridges & Flood Control;2004-06 |
3 |
Zhao Jianliang;Application of Lead Core Rubber Support for Vibration Isolation in Highway Bridges[J];Urban Roads Bridges & Flood Control;2005-05 |
4 |
LOU Meng -lin, WANG Wen -jian, ZHU Tong, MA Heng-chun (State Key Laboratory for Disaster Reduction in Civil Engineering, Tong ji University, Shanghai 200092. China, Department of Civil Engineering, Dalian University of Technology, Dalian 1 16023, China);Soil lateral boundary effect in shaking fable model test of soil - structure system[J];Earthquake Engineering and Engineering Vibration;2000-04 |
5 |
Han Wanshui~(1,2),Huang Pingming~(2),Lan Yan~(2)(1.Department of Bridge Engineering,Tongji University,Shanghai 200092,China;2.Key Laboratory for Bridge and Tunnelof Shanxi Province,Chang'an University,Xi'an 710064,China);Parametric analysis of cable-stayed bridge with longitudinal viscous dampers[J];Earthquake Engineering and Engineering Vibration;2005-06 |
6 |
Jiang Xinliang,Yang Shuyan(School of Civil Engineering,Tianjin University,Tianjin 300072,China);Earthquake response analysis of structure-foundation-soil-river interaction system[J];Earthquake Engineering and Engineering Vibration;2006-02 |
7 |
Shang Shouping,Liu Fangcheng,Lu Huaxi,Du Yunxing(Civil Engineering College,Hunan University,Changsha 410082,China);Design and experimental study of a model soil used for shaking table test[J];Earthquake Engineering and Engineering Vibration;2006-04 |
8 |
Lou Menglin~(1),Zong Gang~(1),Niu Weixing~(1),Chen Genda~(1,2) (1.State Key Lab.for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China; 2.Dept.of Civil Engineering,University of Missouri,Rolla,MO 65401,USA);Shaking table model test of soil-pile-steel structure interaction system[J];Earthquake Engineering and Engineering Vibration;2006-05 |
9 |
CHEN Guoxing1,ZHUANG Haiyang1,DU Xiuli2,LI Liang2,CHENG Shaoge3(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China;3.Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China);Analysis of large-scale shaking table test of dynamic soil-subway station interaction[J];Journal of Earthquake Engineering and Engineering Vibration;2007-02 |
10 |
CHEN Guoxing1,ZHUANG Haiyang1,DU Xiuli2,LI Liang2,ZUO Xi1,ZHU Dinghua1(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.College of Architectureand Civil Engineering,Beijing University of Technology,Beijing 100022,China);Large-scale shaking table test for subway station structure built in liquefiable saturated fine sand soil[J];Journal of Earthquake Engineering and Engineering Vibration;2007-03 |
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