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《Sichuan Building Science》 2013-02
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Random seismic response analysis of dissipation structure with supporting of viscous elastic damper

LI Chuangdi,XIONG Chao,QIU Xianbo(Guangxi University of Technology,Liuzhou 545006,China)  
The random seismic response of a SDOF consumption structure with supporting for viscous elastic damper were studied.Firstly,the structure equation of motion is established.Then the structural displacement response variance analytic solutions is gained with applying the frequency domain method solves the.And a numerical example is presented.The conspicuous damping effect and support shock effect of the damper is analyzed.
【Fund】: 广西高校百名中青年学科带头人计划项目(RC20060814017);; 广西自然科学基金(0481001);; 广西科学基金项目(0575021);; 广西教育厅科研项目(0508052)
【CateGory Index】: TU311.3
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【Citations】
Chinese Journal Full-text Database 1 Hits
1 Li Chuangdi1 Huang Tianli2 Li Tun1 Zou Wanjie1 Fang Zhong2 Lin Zhixing2(1.Guangxi Institute of Technology,Liuzhou 545006,China;2.Tongji University,Shanghai 200092,China);Optimal TMD design and shaking table test[J];China Civil Engineering Journal;2006-07
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 BAI Zhi-qiang1,2,LIU Wen-feng2,CHEN Peng2(1.Department of Civil Engineering and Architecture,Weifang University,Weifang 261061,China;2.School of Civil Engineering,Qingdao Technological University,Qingdao 266033,China);Study on response spectrum based on random analysis method[J];Journal of Qingdao Technological University;2008-01
2 GUO Chi-bin 1,YIN Yi-hui2,ZHU Bao-long1 (1.Institute of Civil Engineering,Southwest University of Science and Technology,Mianyang 621010,China;2.Institute of System Engineering,CAEP,Mianyang 621900,China);A Fuzzy Reliability Analysis of the Bearing Capacity of Girder-Section of Double Rope Surface Cable-Stayed Bridges[J];Journal of Qingdao Technological University;2010-01
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8 HUANG Cheng,ZHOU Dai,MA Jun(School of Naval Architecture,Ocean and Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China);Semi-Active Control for Wind-Induced Vibration of Spatial Reticulated Structure with MR Dampers[J];Journal of Shanghai Jiaotong University;2008-06
9 CHEN Jun, LI Jie (Department of Civil Engineering, Tongji University, Shanghai 200092, China);Study on Wind Load Inverse of Tall Building[J];Chinese Quarterly of Mechanics;2001-01
10 ZHOU Huan-ting, WANG Yan( Dept. of Civil Engineering, Tongji University, Shanghai 200092, China; Dept. of Civil Engineering, QingDao Institution of Architecture Engingeering, QingDao 266033, China);Application of Complex Mode Method in Offshore Platform[J];Chinese Quarterly of Mechanics;2004-03
【Secondary Citations】
Chinese Journal Full-text Database 5 Hits
1 Xue Suduo Wang Xuesheng CaoZi (Beijing University of Technology);PARAMETERS STUDY ON SEISMIC RANDOM MODEL BASED ON THE NEW SEISMIC CODE[J];China Civil Engineering Journal;2003-05
2 Li Chuangdi1 Huang Tianli2 Li Tun1 Zou Wanjie1 Fang Zhong2 Lin Zhixing2(1.Guangxi Institute of Technology,Liuzhou 545006,China;2.Tongji University,Shanghai 200092,China);Optimal TMD design and shaking table test[J];China Civil Engineering Journal;2006-07
3 Li Chuangdi Huang Tianli Li Tun Zou Wanjie (Department of Civil Engineering of Guangxi Institute of Technology,Liuzhou 545006) Lin Zhixing (State Key Lab for Disaster Reduction of Tongji University,Shanghai 200092);THE COMPLEX MODAL METHODS FOR ANALYSIS OF RANDOM EARTHQUAKE RESPONSE OF STRUCTURES WITH TMD[J];Journal of Vibration and Shock;2003-01
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