Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Earthquake Engineering and Engineering Vibration》 2006-06
Add to Favorite Get Latest Update

Study on shaking table model test of soil-pile-steel structure-TLD interaction system

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)  
The effects of soil-structure interaction(SSI) on TLD's performance to suppress the seismic responses of structures are studied by a series of shaking table model tests.First,several important problems considered in test model design and solving techniques are presented in this paper.Then the results of the shaking table model test for the soil-pile foundation-steel structure-TLD interaction system are introduced and the TLD efficiencies to reduce the seismic responses of the structure are analyzed.Finally,effecting features of SSI on the TLD performance are discussed by comparing with the results of the shaking table model test for the steel structure-TLD system.In the last test,the steel structure is assumed to be built on the rigid foundation.The comparison between the test results shows that the TLD efficiencies to reduce the seismic responses of the structure decrease when the SSI effect is considered.The frequency feature and the intensity of the input seismic motion have important influence on this reduction.Therefore,the real conditions of the construction site and input seismic motion should be considered in the TLD design when the controlled structure is built on the soil site.
【Fund】: 国家自然科学基金项目(50278070);; 教育部重点实验室访问学者资助项目
【CateGory Index】: TU398
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 1 Hits
1 LIU Qi-mao1,2,QIN He-ying3,YAN Liu-bin2(1.Department of Civil Engineering,Guangxi University of Technology,Liuzhou 545006,China;2.College of Civil and Architecture Engineering,Guangxi University,Nanning 530004,China;3.Department of Civil Engineering,Guilin University of Technology,Guilin 541004,China);Influence on Horizontal Seismic Response from Variable Stiffness Ratio Between Frame Structure and Piles[J];Journal of Guilin University of Technology;2009-01
【Citations】
Chinese Journal Full-text Database 2 Hits
1 Lou Menglin~(1),Niu Weixing~(1),Zong Gang~(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,Rolla,MO 65401,USA);Shaking table model test for a steel structure under control of tuned liquid damper[J];Earthquake Engineering and Engineering Vibration;2006-01
2 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
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 JIN Jianjun1,2;ZHANG Hongru2;HUANG Chunxia3;YUAN Zhenghui2(1.China State Construction International Co.,Beijing 100026,China;2.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China;3.School of Civil Engineering,Nanjing Industry University,Nanjing Jiangsu 210009,China);Experimental Study on Liquefiable Foundation Improved by Stone Columns Under Cyclic Loading[J];Journal of Beijing Jiaotong University;2008-04
2 LIU Jing-bo LIU Xiang-qing WANG Zong-gang (Department of Civil Engineering,Tsinghua University,Beijing 100084,China);Boundary Effect of Laminar Model Box for Shaking Table Tests on Geotechnical Centrifuge System[J];Journal of Beijing University of Technology;2008-09
3 PAN Danguang1),LOU Menglin2)1) School of Civil and Environmental Engineering,University of Science and Technology Beijing,Beijing 100083,China 2) State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;Effect of valley topography on the seismic responses of soil sites[J];Journal of University of Science and Technology Beijing;2008-11
4 LOU Meng-lin~(1), WU He-lin~(1), MA Heng-chun~(2), ZHU Tong~(2), FANG Zhong~(1) ring, Tongji University, Shanghai, 200092, China; 2. Department of Civil Engineering, Dalian University of Technology, Dalian, 116024, China);Study on efficiency of electromagnetic energy dissipation TMD to suppress structural vibration by shaking table model test[J];Earthquake Engineering and Engineering Vibration;2003-04
5 Jing Liping~(1),Cui Jie~(1,2),Li Liyun~(3),Zheng Zhihua (1.Institute of Engineering Mechanics,China Earthquake Administration, Harbin 150080,China;2.School of Civil Engineering, Harbin Institute of Technology,Harbin 150090,China; 3.School of Civil Engineering,Beijing Institute of Technology, Beijing 100022,China);Small shaking table modelling of silty soil liquefaction[J];Earthquake Engineering and Engineering Vibration;2004-03
6 Lou Menglin~(1),Niu Weixing~(1),Zong Gang~(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,Rolla,MO 65401,USA);Shaking table model test for a steel structure under control of tuned liquid damper[J];Earthquake Engineering and Engineering Vibration;2006-01
7 Lou Menglin,Di Long(State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Seismic response analysis of double-layer cylindrical reticulated shell under multiple-support excitations considering dynamic soil-structure interaction[J];Earthquake Engineering and Engineering Vibration;2006-03
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 WEN Yongkui,SUN Limin (State Key Laboratory for Disaster Reduction of Civil Engineering,Tongji University,Shanghai 200092,China);TMD,TLD and performance tests for vibration control of steel tower of large span cable-stayed bridge during construction[J];Journal of Earthquake Engineering and Engineering Vibration;2008-03
10 HAN Xi,LI Lei,ZHONG Li(Key Laboratory of Bridge-Structure Engineering,Chongqing Jiaotong University,Chongqing 400074,China);Study on MTMD and MTLD for controlling vibration of arch bridges[J];Journal of Earthquake Engineering and Engineering Vibration;2008-05
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 WANG Long-kui1,WANG Zu-zhu 2 (1.Department of Mathematics & Physics,Institute of Anhui Architecture & Industry,Hefei 230022,China; 2.School of Management,Anhui University,Hefei 230039,China);Analyzing algorithmic strategy on multi-objective evolutionary algorithms[J];Journal of Anhui University(Natural Sciences);2005-03
2 Ma Lu(Institute of Earthquake Engineering,CABR,Beijing 100013,China);The Application of Energy Dissipation System to Seismic Strengthening of Engineering Structure[J];Anhui Architecture;2007-03
3 DENG Zong-cai, HUO Da, DU Xiu-li ( College of Architecture and Civil Engineering, Beijing Polytechnic University, Beijing 100022, China );New Advances of Research on Constitutive Models of Shape Memory Alloy[J];Journal of Beijing Polytechnic University;2002-04
4 XUE Su-duo, ZHOU Qian ( College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China );Seismic Isolation of SMA-rubber Bearings in Spatial Lattice Shells[J];Journal of Beijing Polytechnic University;2004-02
5 LIU Fang (Faculty of Civil Engineering,Clzangchan Institute of Technology,Changchun 130012,China);Brief development introduction and new developments in vibration control of civil engineering structure[J];Journal of Changchun Institute of Technology(Natural Sciences Edition);2007-03
6 QIU Zi-xue,YAO Xing-tian,YUAN Jiang(School of Mechanical Engineering,Nantong University,Nantong 226007,China);A novel wireless strain monitoring method for SMA-reinforced structures[J];Transducer and Microsystem Technologies;2006-07
7 XIE Jianhong~1, ZHANG Weigong~2, LIANG Dakai~3(1 School of Electronics, Jiangxi University of Finance and Economics, Nanchang 330013; 2 Department of Instrument Science and Engineering, Southeast University, Nanjing 210096; 3 Aeronautic Science Key Laboratory for Smart Materials and Structures, NUAA, Nanjing 210016);Research Status and Future Development of Smart Materials and Structures[J];Materials Review;2006-11
8 ZHAO Ke-xin1),YANG Yong-min2)(1.School of Mechanical Engineering,South China University of Technology,Guangzhou 510640,China;2.School of Material Engineering,South China University of Technology,Guangzhou 510640,China);Application of Shape Memory Alloy in Building Engineering[J];Development and Application of Materials;2007-03
9 SUN Feng 1, ZHOU Yun 1, YU Gong hua 2, LI Xi ping 2 (1 South China Construction University, Guangzhou 510405, China; 2 Construction Commission of Guangzhou City);Experimental study of properties of added stiffness circular ring energy dissipator[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-03
10 ZHOU Yun; Xu Tong; ZHOU Fu-lin( South China Construction Univelsity)( Taiyuan University of Technology);Research and development of structural seismic design based on energy method[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-04
【Secondary Citations】
Chinese Journal Full-text Database 7 Hits
1 Ou Jinping Liu Huiyi(Harbin University of Architecture and Engineering) (Hefei City Planning and Design Research Institute);RANDOM SEISMIC RESPONSE SPECTRUM AND ITS APPLICATION BASED ON THE RANDOM SEISMIC GROUND MOTION[J];Earthquake Engineering and Engineering Vibration;1994-01
2 Ou Jinping and Wang Yongfu (Research Institute of Engineering Science and Technology, Harbin University of Architecture and Engineering);WIND INDUCED VIBRATION ANALYSES AND DESIGN METHODS OF TALL BUILDINGS WITH TUNED MASS DAMPERS OR TUNED LIQUID DAMPERS[J];Earthquake Engineering and Engineering Vibration;1994-02
3 LI Hong-nan; JIA Ying; LI Xiao -guang;WANG Shao-bo; ZHAO Zhi(Shenyang Architectural and Civil Eng. Institute, Shenyang, 110015, China; 2.Building Design and Research Institute of Liaoning Province, Shenyang 110005, China, 2. Institute of Engineering Mecha;Study on vibration control using TLDs for multi-mode responses of tall flexible structures[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;2000-02
4 LU Xi-lin, CHEN Yueqing, CHEN Bo, HUANG Wei, ZHAO Ling (State Laboratory on Disaster Reduction in Civil Engineering. Tongji University. Shanghai 200092);Shaking table testing of dynamic soil-structure interaction system[J];Earthquake Engineering and Engineering Vibration;2000-04
5 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
6 Lou Menglin~(1),Niu Weixing~(1),Zong Gang~(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,Rolla,MO 65401,USA);Shaking table model test for a steel structure under control of tuned liquid damper[J];Earthquake Engineering and Engineering Vibration;2006-01
7 Chen Guoxing;Research of the Earthquake Behaviours of Soil-structure Systems[J];;1994-05
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved