Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Chinese Journal of Underground Space and Engineering》 2005-05
Add to Favorite Get Latest Update

Characteristic Analysis for Seismic Ground Response of Soft Soils in Shanghai

HUANG Yu,YE Wei-min,TANG Yi-qun,CHEN Tian-ling(Department of Geotechnical Engineering,Tongji University,Shanghai 200092,P.R.China)  
From both macro-data of recent macro earthquake damage surveys and observational records of strong motions,it has been proved that the ground conditions affect not only the peak ground acceleration(PGA) and spectral distribution but also the seismic response and damage mechanism of various kinds of engineering structures.The Quaternary deposits in Shanghai are horizontal soil layers with bedrock depth up to 300 m or so and shallow soft soils of littoral and fenny facies.Therefore,the soil deposits of Shanghai are deep and soft and have important influences upon seismic ground response of soil layers.Based on the equivalent linear approach for one-dimensional seismic ground response in frequency domain, a seismic analysis model is developed to describe the characters of deep and soft soil deposits in Shanghai.Then the seismic ground response of Shanghai soils,which is subjected to El Centro base excitations,is studied on acceleration amplification and spectral characteristics particularly.The research result shows that ground acceleration will be amplified when PGA equals 0.1 g,e.g.the seismic fortification intensity of 7.The soil deposit filters out a significant portion of the high frequency content of the bedrock acceleration and amplify the portion of the low frequency content.Spectral predominant period of the ground motion also has a tendency moving to the long-period direction.
【Fund】: 同济大学优秀青年教师后备人选科研项目
【CateGory Index】: TU447
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 10 Hits
1 ZHANG Yuxu1,CHENG Lei2,YE Hong3(1.Huangshi Institute of Technology,Huangshi 435003,China; 2.Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China; 3.Wuhan Institute of Communication,Wuhan 430070,China);Seismic response analysis of three-dimensional free field based on ANSYS[J];Sichuan Building Science;2012-03
2 YANG Yan,LOU Meng-lin(State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Dynamic Response Analysis of Far-Field Soil Layer with Deep Deposit during Wenchuan Earthquake[J];Journal of Disaster Prevention and Mitigation Engineering;2011-04
3 Ren Zhilin~(1)),Ban Lixin~(1)),Yang Jiansi~(2)),Liu Aiwen~(2)),Jiang Xudong~(2)) and Xu Zhiqiang~(2))1) Institute of Earthquake Hazard Prevention & Engineering Seismology,EAB,Beijing 100080,China2) Institute of Geophysics,CEA,Beijing 100081,China;Comparison of the Damage of Wen′an Earthquake and Yanjin Earthquake[J];Recent Developments in World Seismology;2006-08
4 SHAN Tao-tao1,LOU Meng-lin1,JIANG Tong1,LU Xiu-li2(1.State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China; 2.Tongji Architectural Design(Group) Co.,Ltd.Shanghai 200092,China);Analysis on Propagation Attenuation of Subway-induced Ground Vibrations[J];Journal of Disaster Prevention and Mitigation Engineering;2013-04
5 CAO Jun-feng,TONG Yuan-lin,LI Guang,FENG Wei-dong,MENG Fan-yue, Zhao Peng,Dong Shuang-lin ( Earthquake Administration of Anhui Province,Hefei 230031,Anhui,China);Effect of Soft Soil Layer on Ground Motion Peak[J];Journal of Seismological Research;2013-02
6 WANG Taofeng;LI Chunxiang;ZHU Bilei;Department of Civil Engineering,Shanghai University;Shanghai WEIGU Engineering Co.,Ltd.;Department of Civil Engineering Architectural Design Institute of Tongji University;;Seismic analysis of the reinforced concrete frame structure considering soft soil-structure interaction[J];Sichuan Building Science;2013-05
7 Geng Daxin1,Yang Linde2(1.School of Civil Engineering and Architecture,East China Jiaotong University,Nanchang 330013,China;2.Department of Geotechnical Engineering,Tongjing University,Shanghai 200092,China);A Study on Seismic Stability of Gravity Quaywall in Shanghai[J];Journal of East China Jiaotong University;2010-02
8 HU Wenkai CHEN Qingjun(State Key Laboratory for Reduction in Civil Engineering,Shanghai 200092,China);Response Characteristic Analysis of Soil Site with Deep Deposit under Different Bedrock Seismic Waves[J];Structural Engineers;2010-05
9 GAO Fa-tong,CHEN Qing-jun (State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Seismic Response Analysis of Soli-structure Interaction System under Different Seismic Waves[J];Journal of Jiamusi University(Natural Science Edition);2012-05
10 CHEN Qing-jun,LIU Tuo (State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Comparison of Two Methods of Ground Motion Inversion and Discussion on Question of Frequency Cut-off[J];Chinese Quarterly of Mechanics;2010-03
Chinese Journal Full-text Database 1 Hits
1 HUANG Yu,YE Wei-min,TANG Yi-qun,CHEN Zhu-chang (Department of Geotechnical Engineering,Tongji University,Shanghai200092,China);Coupled seismic response analysis of deep saturated soil covering layers in Shanghai[J];Rock and Soil Mechanics;2002-04
Chinese Journal Full-text Database 10 Hits
1 Sun Jizhu,Gao Hui ( School of Civil and Architectural Engineering, Wuhan University of Technology,Wuhan 430070, China);Effective stress analysis for the effects of liquefaction condition on ground motions[J];Earthquake Engineering and Engineering Vibration;2005-02
2 Sun Ji-zhu,Shi Ge-liang(School of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China);1-D FEM Analysis of Coupled Liquid-solid Response of Horizontally Layered Site under Three Directional Earth Shaking[J];Earthquake Resistant Engineering and Retrofitting;2006-05
3 QI Wen-hao1 BO Jing-shan1,2(1.Institue of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China;2.Institute of Disaster-Prevention Science and Technology, Sanhe 065201);Summarization on equivalent linear method of seismic responses for soil layers[J];World Earthquake Engineering;2007-04
4 ZHOU Hai-tao1,XIAO Zhi-yi2(1.First Crust Deformation Monitoring and Application Center,CEA,Tianjin 300180,China;2.Tianjin Chenxin Petrochemical Engineering Design Co.Ltd.,Tianjin,Tianjin 300271,China);Instance Analysis on Earthquake Response of Soft Soil in Tianjin[J];Earthquake Research in Shanxi;2011-03
5 GAO Guang-yun1,2,CHEN Qing-sheng1,2,HE Jun-feng1,2,ZHANG Xian-lin3(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;3.Shanghai Municipal Bureau of Planning and Land Resources,Shanghai 200003,China);Effect of rise of groundwater table on seismic ground response of soft soil in Shanghai[J];Chinese Journal of Geotechnical Engineering;2011-07
6 SUN Ji-zhu , GAO Hui (School of Civil and Architectural Engineering, Wuhan University of Technology, Wuhan 430070 , China);Fully coupled soil skeleton and fluid response analysis of deep horizontally layered site under multi-directional earthquake shaking[J];Rock and Soil Mechanics;2004-12
7 MENG Shang-jiu1, LIU Han-long1, YUAN Xiao-ming2, GAO Yu-feng1 (1. Geotechnical Institute of Hohai University, Najing 210098, China; 2. Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China);Time-travel analytical method for earthquake-induced differential settlement of building foundation using FEM[J];Rock and Soil Mechanics;2005-01
8 SUN Ji-zhu,LUO Xin-wen,GAO Hui(School of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China);Effects of soil layer construction on liquefaction of sandy soil by means of effective stress analysis method[J];Rock and Soil Mechanics;2006-05
9 LIU Hong-jun~(1,2),CHENG Chao~2,CHEN You-yuan~(1,2),WANG Xiu-hai~2 (1.Key Laboratory of Marine Environmental Science and Ecology,Ministry of Education,Ocean University of China,Qingdao 266003,China; 2.Geoenvironmental Engineering Department,College of Environmental Science and Engineering,Ocean University of China,Qingdao 266003,China);Numerical analysis of seismic response of saturated foundation soil in Yellow River Delta[J];Rock and Soil Mechanics;2006-S2
10 SUN Jun-jie1,2,3,TIAN Wen-tong2,XU Shun-hua1,2,3,LIU Kun1,2,3,WANG Lan-min1,2,3,NIU Fu-jun4(1.Key Laboratory of Loess Earthquake Engineering,China Earthquake Administration,Lanzhou 730000,China;2.Lanzhou Institute of Seismology,China Earthquake Administration,Lanzhou 730000,China;3.Geotechnical Disaster Prevention Engineering Technology Research Center of Gansu Province,Lanzhou 730000,China;4.State Key Laboratory of Frozen Soil Engineering,China Earthquake Administration,Lanzhou 730000,China);Application of probability analysis method to quantitative evaluation of dynamic settlements of natural loess field[J];Rock and Soil Mechanics;2013-08
Chinese Journal Full-text Database 10 Hits
1 ZHANG Li,CHEN Qingjun(Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai200092,China);The effect of seismic responses of sites on input motions and numerical methods and models[J];Sichuan Building Science;2007-01
2 GONG Bi-ning et al;Experimental Study on Dynamic Interaction of underground structure and soil[J];Underground Space;2002-04
3 ZENG Dong-yang,HE Chuan(Dept.of Tunnel & Underground Engineering,Southwest Jiaotong University,Chengdu 610031,China);Comparison and Analysis Research of Different Shield Tunnel Lining Internal Forces Design Methods[J];Chinese Journal of Underground Space and Engineering;2005-05
4 LI Bin~1,LIU Jing-bo~1,YIN Xiao~2(1.Department of Civil Engineering,Tsinghua University,Beijing 100084,China;2.Beijing Urban Engineering Design & Research Institute,Beijing 100037,China);Seismic Response Analysis of Double-deck Subway Station[J];Chinese Journal of Underground Space and Engineering;2005-05
5 MA Xing-dong~(1,2),LI Hai-bo~1,FENG Hai-peng~1(1.Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences,Wuhan 430071,P.R.China;2.Chengdu Hydroelectric Investigation &Design Institute of SPC(CHIDI),Chengdu 610072,P.R.China);Analysis of Dynamic Paramaters for Underground Excavation Under Seismic Loading[J];Chinese Journal of Underground Space and Engineering;2006-01
6 YANG Chao~1,YANG Lin-de~2,JI Qian-qian~3(1.Technology R&D Center,The First Railway Survey and Design Institute,Shanghai 200435; 2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092;3.Shanghai Huangpu River Bridge Construction Company,Shanghai 200090);Study of Numerical Method for Anti-seismic Design of Subway Station Structure in Soft Soil[J];Chinese Journal of Underground Space and Engineering;2006-01
7 GU Shuan-cheng~1,ZHU Bin~1,YANG Peng~(1,2)(1.School of Archi.and Civil Engineering,Xi'an Univer.of Sci.and Tech.Xi'an 710054,China;2.Xi'an Engineering Investigation & Design Research Institute of China National Nonferrous Metals Industry,Xi'an 710054,China);Nonlinear Analysis of Seismic Response of Underground Structure[J];Chinese Journal of Underground Space and Engineering;2006-05
8 LIU Ming,HUANG Mao-song,LI Jin-jun(1.Department of Geotechical Engineering,Tongji University,Shanghai 200092,China)(2.Shanghai Xian Dai Architectural Design Group,East China Architectural Design & Research Institute,Shanghai 200092,China);Long-term Settlement of Saturated Soft Clay under Subway Loading[J];Chinese Journal of Underground Space and Engineering;2006-05
9 WANG Guo-bo1,YANG Lin-de2,MA Xian-feng2,ZHENG Yong-lai2(1.College of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070;2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);Analysis of Three-dimensional Seismic Response of Subway Station Structure and Non-linear Characteristic of Soil[J];Chinese Journal of Underground Space and Engineering;2008-02
10 Hu Anzhou\ Zhang Xingcheng\ Yang Hao (Department of Transportation Management Engineering ,Northern Jiaotong University, Beijing 100044);Problems About Speed Increasing of Train on Main Railway Lines[J];JOURNAL OF NORTHERN JIAOTONG UNIVERSITY;1996-06
China Proceedings of conference Full-text Database 2 Hits
1 Wu Gang;Zhang Lei Department of Civil Engineering,Shanghai Jiaotong University,Shanghai 200240 China;MODELING UNIAXIAL STRESS-STRAIN RELATON OF ROCK USING THE DISTURBED STATE CONCEPT THEORY[A];[C];2004
2 Liu Jingbo Liu Xiangqing Wang Zonggang Zhao Dongdong (Department of Civil Engineering,Tsinghua University,Beijing 100084,China);Dynamic Centrifuge Model Test of Underground Structure in Sandy Foundation[A];[C];2008
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 HU Jing-Lei,WANG Xin(Earthquale Administration of Cangzhou Manicipality,Hebei Cangzhou 061001,China);ANALYSIS ON THE WATER LEVEL ANOMOLORS CHANGE OF CHENGGU I WELL BEFORE AND AFTER WEN'AN Ms5.1 EARTHQUAKE[J];Seismological Research of Northeast China;2008-02
2 QI Xin,JIN Chao-yu (Earthquake Administration of Liaoning Province,Liaoning Shenyang 110034,China);COMPARATIVE ANALYSIS OF SEISMIC RESPONSE CALCULATION SOFTWARE AMONG DIFFERENT SOILS[J];Journal of Disaster Prevention and Reduction;2012-02
3 QI Xin,XIAO Yao(Earthquake Administration of Liaoning Province,Shenyang 110031,China);Comparison of seismic responses of typical soil layers in Liaohe River plain by using time domain method and frequency domain method[J];Journal of Earthquake Engineering and Engineering Vibration;2012-01
4 LIU Huan 1,2,XU Zhongchun 1,WU Shaohong 1,LIU Ronggao 1(1.Institute of Geographic Sciences and Natural Resources Research,CAS,Beijing 100101,China;2.China University of Mining & Technology,Beijing 100083,China);GIS-based Analysis of Earthquake Disaster Population Risk in China[J];Progress in Geography;2012-03
5 Zhang Rulin1 Lou Menglin2 Xu Nuwen1(1 State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China)(2 Center for Rock Instability and Seismicity Research,Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian 116024,China);Substructure method for dynamic response analysis of site with circular diaphragm wall[J];Journal of Southeast University(Natural Science Edition);2009-S2
6 HUANG Jian-Ping1,NI Si-Dao1,FU Rong-Shan1,NIU Feng-Lin2,SHAO Zhi-Gang3,ZHENG Yong4 1 School of Earth and Space Sciences,Mengcheng National Geophysical Observatory,University of Science and Technology of China,Hefei 230026,China2 Department of Earth Science,Rice University,Houston,TX,770053 Institute of Earthquake Science,China Earthquake Administration,Beijing 100036,China4 Institute of Geophysics,China Earthquake Administration,Beijing 100081,China;Source mechanism of the 2006 M_w5.1 Wen'an Earthquake determined from a joint inversion of local and teleseismic broadband waveform data[J];Chinese Journal of Geophysics;2009-01
7 Shen Jianwen1),Liu Zheng1) Shi Shuzhong2)1) Earthquake Administration of Shanghai Municipality,Shanghai 200062,China2) Earthquake Administration of Zhejiang Province,Hangzhou 310013,China;Modify equivalent linear method of finding soil seismic response with magnitude and distance parameters[J];Acta Seismologica Sinica;2010-04
8 Gao Wuping1),Gao Mengtan2) Chen Xueliang2) 1) Earthquake Administration of Tianjin Municipality,Tianjin 300201,China 2) Institute of Geophysics,China Earthquake Administration,Beijing 100081,China;Far-field strong earthquake effect in Tianjin coastal soft site[J];Acta Seismologica Sinica;2012-02
9 Liu Dedong1,Qi Wenhao1,Zhang YuDong2,Lan Jingyan3(1.Institue of Engineering Mechanics,China Earthquake Administration,Harbin 150080;2.Institute of Disaster-Prevention Science and Technology,Sanhe Heibei 0652013.Institute of Crustal Dynamics,China Earthquake Administration,Beijing 100085);Problems Existing in Current Seismic Response Analysis for Soil Layers[J];Journal of Institute of Disaster-Prevention Science and Technology;2009-03
10 Liu Aiwen (Institute of Geophysics, CEA, Beijing 100081, China);Earthquake Effects on Submarine Cables[J];Recent Developments in World Seismology;2007-02
【Secondary Citations】
Chinese Journal Full-text Database 4 Hits
1 Weng Dagen Xu Zhixin (Institute of Structural Theory);A Study on Seismic Design Spectrum for Shanghai Area[J];Journal of Tongji University(Natural Science);1993-01
2 Zhou Jian; Hu Xiaoyan(Departman of Ceotechnical Engineering, Tongji University, Shanghai, 200092);Analysis of Earthquake Resistance of Underground Construction Surrounded by Soft Soil in Shanghai[J];JOURNAL OF TONGJI UNIVERSITY;1998-05
3 Shen Xiaobai; Yu Jieqin; Yang Mingxue(State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092);Study of Time-history Earthquake Curves for Shanghai Specification of Aseismic Design[J];JOURNAL OF TONGJI UNIVERSITY;1998-05
4 HUANG Yu 1, CHEN Zhu-chang 1, ZHOU Hong-bo 2 (1.Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2.Shanghai Building Science Institute, Shanghai 200032, China);Dynamic Calculation Model of Shanghai Soft Soil[J];Journal of Tongji University;2000-03
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved