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《Northwestern Seismological Journal》 2008-04
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3-D Seismic Response Analysis of Free-field Soft Soil in Shanghai

WANG Guo-bo1,YANG Lin-de2(1.College of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China)  
Three-dimensional calculation model of Shanghai soft soil is built,in which the Davidenkov model is proposed to describe non-linear dynamic characterisric of the soft soil based on the testing data.The rules of seismic response are studied.It is showed from calculation that:(1) the content of high frequcy in seismic wave is decreased and low frequcy part is increased from the bottom of the soft soil to its top;(2) the seismic response is not always been enlarged,its influence lies on the characters of soft soil and seismic waves;(3) it is feasible to simplify the seismic response analysis of free-field as plain strain problem;(4) the calculation curves and testing curves between dynamic shear modulus and dynamic shear strain are agree well with each other,which testified that it is ratonal to consider the non-linear characteristic of soft soil by the Davidenkov model.The study results can provide reference for engineering seismic design in soft soil area.
【CateGory Index】: TU435
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【References】
Chinese Journal Full-text Database 7 Hits
1 HE Sheng;YANG Shi-sheng;MENG Lei;Earthquake Administration of Guangxi Zhuang Autonomous Region;College of Civil Engineering and Architecture,Guangxi University;;Ground Motion Characteristics of Karst Sites[J];地震工程学报;2015-02
2 LIU Nina;HUANG Qiangbing;MEN Yuming;PENG Jianbing;Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Sciences;School of Geology Engineering and Geomatics,Chang′an University;Key Laboratory of Western Mineral Resources and Geological Engineering of Ministry of Education,Chang′an University;;MODEL TEST ON DYNAMIC RESPONSE OF GROUND WITH FISSURES UNDER SEISMIC LOADING[J];岩石力学与工程学报;2014-05
3 Li Sidong1,Zhao Zhihui2 (1.T.Y.Lin International Engineering Consulting(China) Co.,Ltd.,Chongqing 410021,China; 2.Chongqing Industry Polytechnic College,Chongqing 410020,China);Seismic Analysis of Bridge on Sloping Rock Field[J];重庆交通大学学报(自然科学版);2012-S1
4 YAN Chun-ling1,TANG Yi-qun1,2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China; 2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China);Advances in Researches on Dynamic Properties of Silty Soil under Subway Loading[J];西北地震学报;2011-02
5 CAO Qing,ZHANG Hao(College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China);Seismic Response Analysis of Wind Turbine Tower with Soil-Structure Interaction[J];西北地震学报;2011-01
6 Yubing Yang1, Xiongyao Xie1*, Rulu Wang2 1 Key Laboratory of Geotechnical Engineering, Department of Geotechnical Engineering, Tongji University, Shanghai, 200092, China 2 Shanghai Metro Operation Co., Ltd., Shanghai, 200003, China;Numerical simulation of dynamic response of operating metro tunnel induced by ground explosion[J];Journal of Rock Mechanics and Geotechnical Engineering;2010-04
7 GENG Xing-fu1,LI Bao-xiong1,MIAO Tian-de2 (1.Lanzhou Institute of Seismology,CEA,Lanzhou 730000,China;2.,Lanzhou University,Lanzhou 730000,China);Study on Shear Stress Relaxation Properties of Malan Loess[J];西北地震学报;2010-01
【Citations】
Chinese Journal Full-text Database 5 Hits
1 WANG Guo-bo1,YIN Ji2,YANG Lin-de2,ZHANG Dong-yin3 (1.School of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;3.Shenzhen Construction Quality Supervision Center,Shenzhen 518031,China);Implementation and Verification of Davidenkov Model in FLAC~(3D)[J];武汉理工大学学报;2008-08
2 GUO Xiao1,2,ZHANG Yuan-sheng1,2,SHEN Hai-liang1,ZHANG Hui1(1.Lanzhou Institute of Seismology,CEA,Lanzhou 730000,China;2.Lanzhou Base of Institute of Earthquake prediction,CEA,Lanzhou 730000,China);Study on Inelastic Attenuation Coefficient,Site Response and Source Parameters of the Middle-east Segment of Qilianshan Area[J];西北地震学报;2007-04
3 XU Yong-lin (Seismological Bureau of Shanghai City,Shanghai200062,China);AMPLIFICATION RESPONSE OF GROUND MOTION ON SOIL AND INFLUENCE ESTIMATION OF TAIWAN M8 EARTHQUAKE TO SHANGHAI HIGH-BUILDINGS[J];西北地震学报;2004-04
4 ;A complete form of simplified analytical solution of natural vibration characteristics and seismic response of horizontally-layered soil sites[J];岩土工程学报;2003-06
5 SHI Yu cheng, CAI Hong wei, XU Hui ping (Lanzhou Institute of Seismology,CSB,Lanzhou 730000,China);UNCERTAINTIES IN SITE EARTHQUAKE RESPONSE AND THE WAY OF ITS PROCESSING[J];西北地震学报;1999-03
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 Liu Linchao;Yan Qifang;Liu Teng;School of Civil Engineering,Xinyang Normal University;;Displacement seismic amplification coefficient of overlying fractional derivative viscoelastic saturated site soil[J];土木建筑与环境工程;2015-05
2 JING Xu;Institute of Geophysics,CEA;Nuclear and Radiation Safety Center,MEP;;Determination of Input Ground Motion at a Non-rock Site for Elastoplastic Analysis Based on a Scenario Earthquake[J];地震工程学报;2015-03
3 WANG Ying;ZHAO Tao;LIU Chun;Earthquake Administration of Shaanxi Province;;STUDY ON THE CORRELATION OF SPECTRAL AMPLITUDE OF SEVERAL SEISMIC CLUSTERS IN SHAANXI AND ADJACENT AREAS[J];高原地震;2015-01
4 LI He;LIU Shuang-qing;LIU Wen-bing;WANG Yi-xi;SHANG Xian-qi;TAN Yi-pei;HU Pei-yuan;GAO Ye;Earthquake Administration of Tianjin;Institute of Geophysics,China Earthquake Administration;;Variations in Apparent Stress Prior to and after the Tangshan M_S4.8 Earthquake[J];地震工程学报;2014-04
5 QIAO Hui-zhen;ZHANG Yong-jiu;Earthquake Administration of Sichuan Province;;Study of Attenuation Characteristics,Site Response and Seismic Source Parameters of the Pubugou Reservoir Region[J];地震工程学报;2014-03
6 ZHANG Hua;HUANG Shu-sheng;LU Li-juan;HUANG Hui-ning;ZHANG fan;Earthquake Administration of Guangxi Autonomous Region;;Study on Source Parameters of Earthquakes in Dachang Mining Area[J];华北地震科学;2014-03
7 RONG Mianshui;LI Xiaojun;Key Laboratory of Crustal Dynamics,Institute of Crustal Dynamics,China Earthquake Administration;Institute of Geophysics,China Earthquake Administration;;The dynamic characteristics of soft topsoil in the Bohai Sea area[J];哈尔滨工程大学学报;2014-07
8 WANG Cheng-wei;LI Dong-wei;School of Civil Engineering and Architecture,Anhui University of Science and Technology;;Study and Verification of Laboratory Prepared Frozen Soil Viscoelastic-Plastic Damage Coupling Constitutive Model[J];冰川冻土;2013-05
9 RONG Mian-shui;LI Hong-guang;LI Xiao-jun;Lü Yue-jun;PENG Yan-ju;XIU Li-wei;Institute of Crustal Dynamics,China Earthquake Administration;Institute of Geophysics,China Earthquake Administration;National Earthquake Response Support Service;;Applicability of Davidenkov model for soft soils in sea areas[J];岩土工程学报;2013-S2
10 Zhang Huabin1 Wang Zhiyin1 Ran Lina2(1.Key Laboratory of Urban Oil and Gas Distribution Technology,China University of Petroleum,Beijing 102249,China; 2.Langfang Branch of Research Institute of Petroleum Exploration and Development,Langfang 065007,China);RESEARCH ON THE SECONDARY DEVELOPMENT OF ELASTO-PLASTIC CONSTITUTIVE MODEL IN STRAIN SPACE OF FLAC~(3D)[J];工业建筑;2013-03
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 YANG Shi-sheng;HE Sheng;XIE Kai-zhong;MENG Lei;College of Civil and Architectural Engineering,Guangxi University;Seismological Bureau of Guangxi Autonomous Region;;Seismic Damage Analysis and Seismic Resistance Research Progress of Architectural Structures in Karst Area of China[J];地震研究;2013-03
2 LIU Cong① PENG Jianbing①② CHEN Liwei③ DENG Yahong①② WU Ming①(①College of Geology Engineering and Geomatics,Chang′an University,Xi′an 710054)(②Key Laboratory of Western Mineral Resources and Geological Engineering of Ministry of Education,Xi′an 710054)(③China Nuclear Power Engineering Corporation,Ltd.,Beijing 100840);FINITE ELEMENT ANALYSIS OF SEISMIC EFFECTS ON GROUND FISSURES IN XI′AN[J];工程地质学报;2012-06
3 CHENG Feng1,2, LI Dewei1,2,3, Jerry Bartholomew4 and LUO Wenxing1,2,3 (1.Faculty of Earth Sciences, China University of Geosciences, Wuhan 430074, Hubei, China; 2.Research Center of Tibetan Plateau, China University of Geosciences, Wuhan 430074, Hubei, China; 3.Research Center of Major Geological Disaster, China University of Geosciences, Wuhan 430074, Hubei, China; 4.Department of Earth Sciences, University of Memphis, Memphis, Tennessee 38152, USA);Characteristics and Patterns of Surface Ruptures Caused by the Yushu Earthquake[J];大地构造与成矿学;2012-01
4 HU Zhiping1,PENG Jianbing2,WANG Qiyao1,ZHU Qidong1,ZHAO Zhenrong1 (1. School of Civil Engineering,Chang′an University,Xi′an,Shaanxi 710061,China; 2. School of Geology Engineering and Geomatics,Chang′an University,Xi′an,Shaanxi 710054,China);MODELING TEST RESEARCH ON FAILURE MECHANISM OF SHIELD TUNNEL CROSSING GROUND FISSURE WITH 60°[J];岩石力学与工程学报;2010-01
5 XIAO Junhua1,LIU Jiankun2(1.College of Civil Engineering,Nanjing University of Technology,Nanjing Jiangsu 210009,China;2.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China);Research on the Deformation Behaviors of Silt Subgrade Soil under Cyclic Loading[J];中国铁道科学;2010-01
6 CAO Yan-mei1,XIA He1,CHEN Jian-guo1,2 (1.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China;2.School of Civil Engineering,Shijiazhuang Railway Institute,Shijiazhuang 050043,China);Theoretical model and characteristic analysis of moving train induced ground vibration[J];振动工程学报;2009-06
7 HE Guang-ling , ZHOU Yong , LI Jie(Department of Building Engineering, Tongji University, Shanghai 200092, China);SEISMIC ANALYSIS OF WIND TURBINE SYSTEM[J];工程力学;2009-07
8 HE Guangling (Department of Building Engineering, Tongji University, Shanghai 200092);Seismic Response Analysis of Wind Turbine Tower Systems Considering Soil-structure Interaction[J];机械工程学报;2009-07
9 ZENG Jin-yan1,3,LI Zi-hong1,3,CHEN Wen2,3(1.Taiyuan University of Technology,Taiyuan 030024,China;2.Jilin University,Changchun 130012,China;3.Earthquake Administration of Shanxi Province,Taiyuan 030002,China);Analysis on Influence of the Input Parameters of Bedrock on Site Earthquake Response[J];西北地震学报;2009-02
10 WANG Heng-zhi1,SHI Yu-cheng1,2,LU Yu-xia1,2,LIU Kun1,QIU Guo-rong1(1.Lanzhou Institute of Seismology,CEA,Lanzhou 730000,China;2.Lanzhou Base of Institute of Earthquake Prediction,CEA,Lanzhou 730000,China);Analysis on the Influence of Artificial Fitting Time-history Parameters of Seismic Ground Motion to Site Earthquake Response[J];西北地震学报;2009-02
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 HONG Hai-chun;YOU Jie;TAO Xiao-san;WANG Heng-zhi;Institute of Earthquake Engineering of Jiangsu Province;Department of Emergency Rescue,CEA;;Comparative Study of Seismic Damage Induced by 2014 Ludian M_S6.5 and Jinggu M_S6.6 Earthquakes in Yunnan Province[J];地震工程学报;2015-04
2 LIU Ni-na;LIU Jun-tao;HUANG Qiang-bing;HAN Dong-dong;BULUT Rifat;School of Geology Engineering and Geomatics,Chang'an University;Key Laboratory of Western Mineral Resources and Geological Engineering of Ministry of Education,Chang'an University;Shaanxi Huashan Road and Bridge Engineering Co.,Ltd.;School of Civil and Environmental Engineering,Oklahoma State University;;Seismic response of segmented metro tunnel with flexible joints passing through ground fissures[J];交通运输工程学报;2015-04
3 Dai Kaoshan;WangYing;Huang Yichao;State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University;;Summarization of Wind and Earthquake Resistances,Structural Health Monitoring and Vibration Control of Wind Turbine Towers[J];特种结构;2015-03
4 LIU Shu-xian;BAI Chun;WEI Xiao-gang;LIU Shao-dong;MA Feng-hai;College of Architecture and Civil Engineering,Liaoning Technical University;College of Civil and Transportation Engineering,Liaoning Technical University;JCHX Mining Management CO. . LTD.;College of Civil Engineering and Architecture,Dalian University;;Analysis on Seismic Performance Impact of Soil-Structure Interaction on Coal Mining Damaged Buildings[J];地震研究;2015-02
5 LIU Nina;PENG Jianbing;HAN Dongdong;HUANG Qiangbing;MEN Yuming;SHI Yuling;School of Geology Engineering and Surveying,Chang'an University;Key Laboratory of Western Mineral Resources and Geological Engineering of Ministry of Education,Chang'an University;;MECHANISM OF SEISMIC DAMAGE OF METRO TUNNELS THROUGH ACTIVE GROUND FISSURS[J];岩石力学与工程学报;2015-07
6 LIU Yang;WANG Ming-yang;LI Jie;WANG De-rong;ZHANG Ning;State Key Laboratory of Disaster Prevention & Mitigation of Explosion & Impact, PLA University of Science and Technology;School of Mechanical Engineering, Nanjing University of Science and Technology;;Analysis of dynamic response of shield tunnel to explosion seismic wave[J];岩土力学;2014-04
7 YU Ran-gang1,ZHUANG Xiang-shi2,ZHOU Jin-shun1,3,ZHU Hai1(1.College of Pipeline and Civil Engineering,China University of Petroleum,Qingdao Shandong 266580,China; 2.Huabei Petroleum Engineering Construction,China Petroleum Pipeline Bureau,Renqiu Hebei 062552,China; 3.Zhejiang Jinquli Natural Gas Co.,Ltd.,Zhenjiang Provincial Energy Group Company Ltd.,Huangzhou Zhejiang 310016,China);Design Optimization and Seismic Reliability Analysis of Truss-type River-crossing Pipe Rack[J];地震工程学报;2013-02
8 Luo Kunsheng1 Zhao Yuetang2 Luo Zhongxing2 Yu Xiaocun3(1.The second artillery equipment research institute,Beijing 100085,China; 2.Defense Engineering Institute,the PLA University of Technology,Nanjing 21007,China; 3.Architectural Design Institution of the Jinan Military Region,Jinan 250002,China);Numerical simulation on initial stress and strain state of subway segmented tunnel[J];土木工程学报;2013-04
9 WANG Jia-ding,PENG Shu-jun,MA Yan,XIE Wan-li (State Key Laboratory of Continental Dynamics,Department of Geology,Northwest University,Xi'an,Shannxi 710069,China);Dynamic Tests on the Cement-improved Loess under the Vibratory Load[J];地震工程学报;2013-01
10 Hu Changming 1 Mei Yuan1 Wang Xueyan1,2 Cui Yao1 Zhang Wencui1(1.College of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China; 2.Huaqing College,Xi'an University of Architecture and Technology,Xi'an 710043,China);EXPERIMENTAL RESEARCH ON COMPACTION TECHNOLOGY OF MALAN LOSSES[J];工业建筑;2012-11
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 CHEN Yu-min,LIU Han-long(Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China);Development and implementation of Duncan-Chang constitutive model in FLAC~(3D)[J];岩土力学;2007-10
2 CHU Wei-jiang1,XU Wei-ya1,YANG Sheng-qi1,ZHOU Wei-yuan2(1.Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China;2.Department of Hydraulic and Hydropower Engineering,Tsinghua University,Beijing 100084,China);Secondary development of a viscoelasto-plastic rheological constitutive model of rock based on FLAC~(3D)[J];岩土力学;2006-11
3 LI Yong-Hua~1,WU Qing-Ju~1,AN Zhang-Hui~2,TIAN Xiao-Bo~3,ZENG Rong-Sheng~1, ZHANG Rui-Qing~1,LI Hong-Guang~11 Institute of Geophysics,China Earthquake Administration,Beijing 100081,China2 Lanzhou Institute of Seismology,China Earthquake Administration,Lanzhou 730000,China3 Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China;The Poisson ratio and crustal structure across the NE Tibetan Plateau determined from receiver functions[J];地球物理学报;2006-05
4 Su Youjin~ 1, 2) Liu Jie~ 3) Zheng Sihua~ 4) Liu Lifang~ 2) Fu Hong~ 2) Xu Yan~ 2) 1) College of Earth & Space Science, University of Science and Technology of China, Hefei 230026, China 2) Earthquake Administration of Yunnan Province, Kunming 650224, China 3) China Earthquake Network Center, Beijing 100036, China 4) Institute of Earthquake Science, China Earthquake Administration, Beijing 100036, China;Q VALUE OF ANELASTIC S-WAVE ATTENUATION IN YUNNAN REGION[J];地震学报;2006-02
5 Liu Jie Zheng Sihua Wong Yuk Lung Center for Analysis and Prediction , China Seismological Bureau. Beijing 100036. China Department of Civil and Structural Engineering, Hong Kong Polytechnic University, Hong Kong, China;THE INVERSION OF NON-ELASTICITY COEFFICIENT,SOURCE PARAMETERS, SITE RESPONSE USING GENETIC ALGORITHMS[J];地震学报;2003-02
6 Xu Yonglin Xiong Lijun Zhang Chun Zhao Zhiguang (Seismological Bureau of Shanghai, Shanghai 200062, China);A STUDY ON AMPLIFICATION RESPONSE OF SOIL GROUND MOTION IN SHANGHAI USING STRONG-MOTION ACCELEROGAPH RECORDS[J];地震学报;2002-06
7 HE Kai ming 1, MENG Guang kui 2, BAN Tie 2, CUI Li ming 2 (1. Dept. of Civil Engineering, Zhejiang University, Hangzhou 310027,China; 2. Seismological Bureau of Ningxia Hui Autonomous Region,Yinchuan 750001,China);STUDY ON SEISMIC AMPLIFICATION OF SEDIMENT LAYERS IN YINCHUAN BY USING MICROTREMOR[J];西北地震学报;1999-04
8 SHI Yucheng CAI Hongwei SUN Chongshao (Lanzhou Institute of Seismology,CSB,Lanzhou 730000);CHARACTERISTICS OF EARTHQUAKE GROUND MOTION PARAMETERS IN LOESS AREAS[J];西北地震学报;1998-03
9 Luan Maotian, Jin Chongpan, Lin Gao (Dept. of Civil Engineering, DUT );Vibration behaviour and seismic response of vertically non-homogeneous soil deposits[J];大连理工大学学报;1992-01
10 Xiong Jianguo and Xu Yiyan (Institute of Engineering Mechanics, State Seismological Bureau);ANALYSIS OF THE BEHAVIOUR OF NATURAL VIBRATION OF LAYERED SOIL DEPOSITS[J];地震工程与工程振动;1986-04
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