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《Journal of Tongji University》 2004-03
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Hysteretic Damping Application in Time Domain Analysis of Soil Layer

LOU Meng-lin, PAN Dan-guang (State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji Univers ity,Shanghai 200092,China)  
Based on the assumption of hysteretic damping,seismic r esponse of soil layer was analyzed by using the methods of time domain and frequ ency domain separately.Under excitations of the harmonic and earthquake waves,ho w to evaluate the damping matrix in the time domain was discussed by comparing the results of time domain and frequency domain.From the analysis results of sev eral earthquake waves,an empirical equation,which was used to eval uate the translation f requency of damping coefficient in the time domain about hyst eretic damping,was established.So the hysteretic damping can be used more exactl y for seismic analysis of soil layers in time domain.
【Fund】: 国家自然科学基金资助项目 ( 50 2 790 31 );; 上海市科学技术发展基金 ( 0 2 2 51 2 96 5);; 上海市建筑技术发展基金 (A0 2 0 6 1 0 1 )联合资助项目
【CateGory Index】: P631.4
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【Co-citations】
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1 ZHOU Li-jian~(1,2),SUN Jian-gang~1,ZHANG Yun-feng~1(1.School of Civil Engineering,Daqing Petroleum Institute,Daqing163318,China;2.School of Civil Engineering,Haerbin Engineering University,Haerbin150000,China);A new aseismic design method of stand storage tank[J];Building Science Research of Sichuan;2005-03
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7 Yang Qiwei Qu Tiejun Lin Feng (College of Arch., North China Univ. of Tech., 100041, Beijing, China);Random Analysis on the Axial Seismic Response of Buried Pipeline[J];Journal of North China University of Technology;2004-01
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5 WANG Bo~1,HUANG Liang~1,XU Jian-guo~1,HOU Yujie~2 (1.School of Water Conservancy and Environment Engineering Zhengzhou University 450002,Zhengzhou;2.Henan Technical College of Construction 450007,Zhengzhou);Research of vibration control for Large-scale aqueduct under longitudinal earthquake excitation[A];[C];2009
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