Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Earthquake Engineering and Engineering Vibration》 2006-02
Add to Favorite Get Latest Update

Analysis of nonlinear earthquake response of metro double-tunnels

Zhuang Haiyang,Chen Guoxing(Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China)  
The nonlinear earthquake response of metro double-tunnels built in Nanjing is analyzed by ABAQUS finite-element software.In this numerical analysis,the nonlinear characteristics of soil under cyclic loading are modeled by a dynamic elastoplastic constitutive model founded by the authors which is implemented in ABAQUS software.The nonlinear characteristics of concrete under cyclic loading are modeled by plastic-damage constitutive model founded by Jeeho Lee.The analysis results indicate that the maximal earthquake stress response of tunnels is located in an angle of 45° to the top of tunnels.The tunnels subjected to earthquake for probability of exceedance 63% in 100 years are secure.However,the tensile and the shear stress responses of tunnels subjected to earthquake for probability of exceedance 10% or 3% in 100 years are large and close to the limit stress values of concrete.The cracks will develop possibly in the locations of 45° to the top of tunnels.For shield tunnels,the joint of duct pieces should be away from these worst locations.At the same time,the duct pieces of shield tunnels through these locations should be strengthened.
【Fund】: 国家自然科学基金项目(50578076);; 江苏省自然科学基金项目(BK2004124)
【CateGory Index】: U451
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 10 Hits
1 HUAN Yi,FANG Qin,CHEN Li,LIU Jin-chun(PLA University of Science and Technology,Nanjing 210007,China);3D Nonlinear Damage Analysis of Metro-station Structures Under Strong Seismic Loading[J];Journal of Beijing University of Technology;2011-06
2 Chen Guoxing~(1),Zhuang Haiyang~(1),Cheng Shaoge~(2),Du Xiuli~(3),Li Liang~(3)(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China;3.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China);A large-scale shaking table test for dynamic soil-metro tunnel interaction:test scheme[J];Earthquake Engineering and Engineering Vibration;2006-06
3 Chen Guoxing1,Zhuang Haiyang1,Du Xiuli2,Li Liang2,Cheng Shaoge3(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China;3.Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China);A large-scale shaking table test for dynamic soil-metro tunnel interaction: Analysis of test results[J];Journal of Earthquake Engineering and Engineering Vibration;2007-01
4 ZUO Xi,CHEN Guo-xing,ZHUANG Hai-yang (Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);Comparison between Circular and Straight-wall-top-arch Tunnels under Seismic Response Based on Numerical Simulation[J];Journal of Disaster Prevention and Mitigation Engineering;2007-04
5 CHEN Lei CHEN Guo-xing (Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);Seismic Response of Vertically Double-layered Metro Tunnels under Near-fault Strong Ground Motion[J];Journal of Disaster Prevention and Mitigation Engineering;2008-04
6 GAO Zhi-neng,ZHUO Wei-dong,GU Yin (College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350116,China);A state-of-the-art review of seismic analysis of subway structure[J];Journal of Fuzhou University(Natural Science Edition);2013-04
7 HUAN Yi,FANG Qin,CHEN Li,ZHANG Ya-dong,LIU Jin-chun(Engineering Institute of Corps of Engineers,PLA Univ.of Sci.& Tech.,Nanjing 210007,China);Assessment of seismic risk of large underground structures[J];Journal of PLA University of Science and Technology(Natural Science Edition);2010-04
8 CHEN Jianmin,XIANG Yanyong(School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China);Analysis on Seismic Response of Adjacent Underground Structures[J];Tunnel Construction;2012-04
9 WANG Huaifeng1,LOU Menglin1,CHEN Xi2,ZHAI Yongmei3(1.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;2.Department of Civil Engineering,Tongji University,Shanghai 200092,China;3.Shanghai Institute of Disaster Prevention and Relief,Tongji University,Shanghai 200092,China);Parametric Study of Influence of Surrounding Superstructure on Infrastructure's Dynamic Response[J];Journal of Tongji University(Natural Science);2012-12
10 Li Fangjie,Zhao Fengxin,Zhang Yushan,and You Hongbing China Earthquake Disaster Prevention Center,Beijing 100029,China;The Influence of Surface Building's Relative Position on the Seismic Response of Subway Structures[J];中国地震研究(英文版);2011-02
【Citations】
Chinese Journal Full-text Database 7 Hits
1 YANG Wei-lin; CHEN Guo -xing; YANG Xin-yu; GAO Zhi-bing ( Institute of Earthquake Engineering of Jiangsu Province, Naming 210014, Naming Architectural & Civil Engineering Institute, Naming 210009);Study of influence of deep level excavation on design ground motion parameters in a weak foundation site[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;2000-03
2 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
3 CHEN Yueqing LU Xilin HUANG Wei (Tongji University, Shanghai 200092);Simulation Method of Soil Boundary Condition in Shaking Table Tests of Soil-Structure Interaction[J];STRUCTURAL ENGINEERS;2000-03
4 CHEN Guo xing\+1 , YANG Wei lin\+2 , YAN Xin yu\+2 (1 Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China; 2 Institute of Earthquake Engineering of Jiangsu Province, Nanjing 210004, China);Study of ground motion parameters of soft soil site in Hexi area of Nanjing city[J];Journal of Nanjing University;2002-01
5 CHEN Guo-xing, ZHUANG Hai-yang, XU Ye (Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China);A study on influence of excavated shallow tunnel on design parameters of ground motion in the soft site[J];Chinese Jounal of Geotechnical Engineering;2004-06
6 CHEN Guo-xing,ZHUANG Hai-yang (Institute of Geotechnical Engineering, Nanjing University of .Technology, Nanjing 210009, China);Developed nonlinear dynamic constitutive relations of soils based on Davidenkov skeleton curve[J];Chinese Jounal of Geotechnical Engineering;2005-08
7 Wang Ruimin; Luo Qifeng(Institute of Structural Theory of Tongji University, Shanghai 200092);ANALYSIS ON THE DAMAGE TO UNDERGROUND STRUCTURE AND TUNNEL IN KOBE ARE CAUSED BY HANSHIN EARTHQUAKE[J];JOURNAL OF CATASTROPHOLOGY;1998-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 CHEN Qing1,2,XIANG Zongfang1(1.Logistical Engineering University,Chongqing 401311,China; 2.Northwest Institute of Nuclear Technology,Xi'an 710024,China);Summary of the present states for seismic response analysis of underground structures[J];Sichuan Building Science;2011-06
2 Sheng Li (The 2nd Engineering Co., Ltd. of the 12th Bureau Group of China Railway, Taiyuan 030032, China);Comparison and Approach of Main Construction Methods for Subway Station[J];Anhui Architecture;2009-03
3 JIANG Ya jun et al.;Primary Study on Disaster Prevention and Rescue System for Subway[J];Underground Space;2003-04
4 ZHOU Lin-cong 1 , CHEN Long-zhu 1 , GONG Bi-ning 2 (1.School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240 P.R.China; 2.College of Water Conservancy and Hydropower Engineering, HoHai University, Nan Jing 210098 P.R.China);Shaking Table Tests for the Seismic Simulation of Underground Structure[J];;2005-02
5 CHEN Shen-long,CHEN Long-zhu,SONG Chun-yu(1.Institute of Engineering Safety & Disaster Prevention,Shanghai Jiao Tong Uni.,Shanghai 200030,China);Fuzzy Synthetic Evaluation on Risk of Subway Station Construction[J];Chinese Journal of Underground Space and Engineering;2006-01
6 WANG Li-hui,Wu Xi-ping(Ventilating,Air-condition and Gas Research Institute,Tongji University,Shanghai 200092,China);The Affect on the Subway System from the Piston Action Wind[J];Chinese Journal of Underground Space and Engineering;2007-01
7 CHEN Guo-xing,CHEN Bin,SU Xiao-mei, LIU Xue-zhu(Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);Analysis and Evaluation of Ground Vibration Response Induced by Rapid Rail Transit[J];Chinese Journal of Underground Space and Engineering;2008-01
8 WU Wei,LI Xiao-zhao,HU Zeng-hui,XIAO Lin(Department of Earth Sciences,Nanjing University,Nanjing 210093,China);Calculating Methods of Heat Transfer Quantity through Surrounding Rocks in Metro Design[J];Chinese Journal of Underground Space and Engineering;2008-01
9 HE Wei~1,CHEN Jian-yun~(1,2),YU Pin-qing~1 (1.Earthquake Engineering Research Division,Dalian University of Technology,Dalian 116024; 2.State Key Laboratory of Coastal and of fshore Engineering,Dalian University of Technology,Dalian 116024);A Study on Influence of Underground Structure on Ground Surface Response Spectra[J];Chinese Journal of Underground Space and Engineering;2009-06
10 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
China Proceedings of conference Full-text Database 10 Hits
1 ZHUANG Hai-yang,ZUO Xi,CHEN Guo-xing (Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);Analysis on the nonlinear dynamic soil-metro tunnel interaction in thick-soft site-displacement and acceleration response[A];[C];2007
2 LIU Xue-zhu,CHEN Guo-xing,CHEN Bin (Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China );Analysis of vibration characteristics on subgrade-site under vibrating load induced by high-speed train[A];[C];2007
3 Zai Jinmin Zhuang Haiyang Chen Guoxing (Nanjing University of Technology,Najing 210009,P.R.China);ANALYSIS ON THE SEVERAL PROBLEMS ABOUT THE DYNAMIC SOIL-STRUCTURE INTERACTION[A];[C];2004
4 Zai Jin-min, Chen Guo-xing , Wang Zhi-hua (Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China);Development of Study on Greotechnical Earthquake Engineering in NJUT[A];[C];2005
5 DAI Kun (China Railway Tunnel Survey and Design Institute Co.,Ltd.,Tianjin 300133 );Comparative Analysis on 3D Computation Model and 1D Computation Model for Metro Stations Constructed by Cut and Cover Method[A];[C];2010
6 Chen Yu,Xiao Longge (China Construction Eighth Engineering Division,Shanghai 200135,China);Research on the Seismic Characteristics of DOT Shield Tunnel Construction Beneath Adjacent Existing Highway Tunnel[A];[C];2011
7 ;The Field Research on the Affect of Piston Action Wind to Subway System[A];[C];2007
8 Feng Dingxiang;Management Information System of Environment Monitoring In Subway Construction[A];[C];2003
9 Wang Dongpo (College of architecture and art,Hefei University of Technology,Hefei 230009,China);Analysis of the Dynamic Response of Squezed Branch Piles-Soil and Structure System[A];[C];2008
10 QI Cheng-zhi~1,Chen Canshou~2,QIAN Qi-hu~2,Li Xinqiao~1 (I.School of Civil and Communication Engineering,Beijing University of Civil Engineering and Architecture,Beijing,100044, China;2.Engineering Institute of Cops of Engineers,PLA University of Science and Technology,Nanjing,210007,China);Dynamic response of the roof slab of shallowly buried underground structure under vertical seismic excitation[A];[C];2010
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 GUO Sheng-bing et al.;Dynamic Analysis of Underground Structures under the Vertical and Horizontal Seismic Load[J];Underground Space;2002-04
2 GONG Bi-ning et al;Experimental Study on Dynamic Interaction of underground structure and soil[J];Underground Space;2002-04
3 ZHEN Yong lai;A Study on Seismic Design of Subway Tunnel in Soft Clay[J];Underground Space;2003-02
4 ZHOU Jian;Current Situation of Research on Earthquake Resistance of Subway and Underground Structures in Soft Soil[J];Underground Space;2003-02
5 TANG Xuan;A Study on Several Key Topics of Shield Tunnel Lining Design[J];Underground Space;2003-02
6 TONG Lin-xu(Qinghua University, Beijing 100084, China);The Way of Development of Urban Underground Space in China[J];;2005-01
7 ZHOU Lin-cong 1 , CHEN Long-zhu 1 , GONG Bi-ning 2 (1.School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240 P.R.China; 2.College of Water Conservancy and Hydropower Engineering, HoHai University, Nan Jing 210098 P.R.China);Shaking Table Tests for the Seismic Simulation of Underground Structure[J];;2005-02
8 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
9 CHEN Gui-xiang~1,HUANG Hong-wei~2,YOU Jian-xin~1(1 School of economics and management,Tongji University,Shanghai,200092,China;2 Department of Geotechnical Engineering,Tongji University,Shanghai,200092,China);Study on Life Cycle Risk Management of Metro[J];Chinese Journal of Underground Space and Engineering;2006-01
10 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
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 MENG Hai1,CHEN Jun1,LI Jie1,TANG Guang-wu2,ZHENG Gang2(1.Department of Civil Engineering,Tongji University,Shanghai 200092,China;2.Chongqing Communication Research and Design Institute,Chongqing 400067,China);Shaking Table Test of Soil-pipe Dynamic Interaction under Non-uniform Earthquake Wave Excitation[J];Chinese Journal of Underground Space and Engineering;2008-05
2 Zheng Yingren1,2,Xiao Qiang1,2,3,Xin Jianping1,2,Feng Xiating4(1.Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China;2.Chongqing Engineering and Technology Research Center of Geological Hazard Prevention and Treatment,Chongqing 400041,China;3.Department of the Academy of Military Medical Science,Beijing 100086,China;4.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China);Shaking Table Test Studies of Failure Mechanism of Unlined Loess Tunnel under Earthquake[J];Chinese Journal of Underground Space and Engineering;2012-01
3 CAO Jie1,HAN Li-ming1,FENG Chang-ming2,HUANG Mao-song3(1.China Airport Construction Group Corporation,R&D Center,Beijing 100621,China; 2.Department of Road and Airport Engineering,Tongji University,Shanghai 200092,China; 3.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);Dynamic Centrifuge Tests on Free-Field Response of Soft Soil[J];Journal of Yangtze River Scientific Research Institute;2012-02
4 YANG Dong1 YAO Ling-kan1,2 JIANG Liang-wei1,2 (1.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China; 2.Research Institute of Hazard Prevention and Mitigation Engineering,Southwest Jiaotong University,Chengdu 610031,China);EXPERIMENTAL STUDY OF SEISMIC EARTH PRESSURE OF GRW ON SOIL SITE[J];Journal of Disaster Prevention and Reduction;2011-01
5 Chen Guoxing1,Zhuang Haiyang1,Du Xiuli2,Li Liang2,Cheng Shaoge3(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China;3.Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China);A large-scale shaking table test for dynamic soil-metro tunnel interaction: Analysis of test results[J];Journal of Earthquake Engineering and Engineering Vibration;2007-01
6 JIANG Xinliang1,2,XU Bingwei1 (1.School of Civil Engineering,Tianjin University,Tianjin 300072,China;2.Tianjin Key Laboratory of Civil Engineering Structures and New Materials,Tianjin 300072,China);Data analysis of shaking table test studying complex structure-pile-soil interaction[J];Journal of Earthquake Engineering and Engineering Vibration;2009-06
7 ZOU Wei1,2,XU Qiang1,LIU Hanxiang1,CHEN Long1,WANG Long1(1.State Key Laboratory of Geological Hazard Prevention and Geological Environment Protection,Chengdu University of Technology,Chengdu 610059,China;2.Chengdu Geological Prospecting and Geotechnical Engineering Co.Ltd of CREEC,Chengdu 610031,China);Large-scale shaking table model test study on failure of layered rocky slope under strong ground motion[J];Journal of Earthquake Engineering and Engineering Vibration;2011-04
8 TAO Lianjin1,WANG Wenpei1,ZHANG Bo1,WANG Qihu1,2,WEI Yunjie1 (1.The Key Laboratory of Urban Security and Disaster Engineering,Ministry of Education,Beijing University of Technology,Beijing 100124,China; 2.Gansu Provincial Communications Planning Survey and Design Institute Co.Ltd.,Lanzhou 730030,China);Effects of rupture forward directivity and fling step of near-fault ground motions on dynamic responses of representative subway station structure[J];Journal of Earthquake Engineering and Engineering Vibration;2011-06
9 YOU Zhen1,FENG Zhi-Ming,YANG Ge-Ge2,YANG Yan-Zhao1 (1.Institute of Geographic Sciences and Natural Resources Research,Beijing,100101,China;2.College of Resource and Environment,Capital Normal University,Beijing,100048,China);Seismic Risk Assessment Based on Information Diffusion Theory in the Western China[J];Scientia Geographica Sinica;2011-09
10 Zou Wei,Xu Qiang,Liu Han-xiang(State Key Laboratory of Geohazard and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,China);DESIGNING THE MODEL FOR TESTING THE DYNAMIC RESPONSE OF ROCK SLOPES[J];Journal of Geological Hazards and Environment Preservation;2011-01
China Proceedings of conference Full-text Database 2 Hits
1 WANG Jian~1,YAO Lingkan~1,CHEN Qiang~2 (1.School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China;2.Highway Planning Survey and Research Institute,Sichuan Provincial Communication Department,Chengdu,Sichuan 610041,China);RESEARCH ON FAILURE MODE OF ROAD EMBANKMENT IN WENCHUAN GREAT EARTHQUAKE AND DEFORMATION CONTROL OF GEOGRID REINFORCEMENT[A];[C];2010
2 CHEN Su~(1,2),CHEN Guo-xing~(1,2),QI Cheng-zhi~3,WANG Zhi-hua~(1,2),RUAN Bin~(1,2) (1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China; 2.Civil Engineering&Earthquake Disaster Prevention Center of Jiangsu Province,Nanjing 210009,China,; 3.School of Civil and Transportation Engineering,Beijing University of Civil Engineering andArchitecture,Beinjing 100044,China);Application of optical fiber Bragg grating strain test technique in large scale shaking table tests of underground station model structure[A];[C];2012
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Qian Qihu;The Fourth Wave of Geotechnology[J];UNDERGROUND SPACE;1999-04
2 Liao Zhenpeng, Yang Baipo, Yuan Yifan(Institute of Engineering Mechanics, Academia Sinie );ARTIFICIAL BOUNDARY SN ANALYSIS OF TRANSIENT ELASTIC WAVE PROPAGATION[J];Earthquake Engineering and Engineering Vibration;1982-01
3 Hu Yuxian Zhang Minzheng (Institute of Engineering Mechanics, Academia Sinica);A METHOD OF PREDICTING,GROUND MOTION PARAMETERS FOR REGIONS WITH POOR GROUND MOTION DATA[J];Earthquake Engineering and Engineering Vibration;1984-01
4 CHEN Guo -xing; YANG Wei -lin; YAN Xin-yu; ZAI Jin -min( Institute of Geotechnical Engineering, Naming Architectural and Civil Engineering Institute, Nanjing 210009)( Institute of Earthquake Engineering, Seismological Bureau of Jiangsu Province, Naming 21;A study of design ground motion parameters in Hexi area of Nanjing city[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-04
5 YANG Wei-lin; CHEN Guo -xing; YANG Xin-yu; GAO Zhi-bing ( Institute of Earthquake Engineering of Jiangsu Province, Naming 210014, Naming Architectural & Civil Engineering Institute, Naming 210009);Study of influence of deep level excavation on design ground motion parameters in a weak foundation site[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;2000-03
6 Lou Menglin, Wang Dongjing (Tongji University, Shanghai, 200092, P. R. China) Song Hao (Dalian University of Technology);A simplified recurrence method in frequency subdomain for calculating the dynamic flexibility of complex soil foundation[J];CHINESE JOURNAL OF COMPUTATIONAL MECHANICS;1998-04
7 CHEN Guo xing\+1 , YANG Wei lin\+2 , YAN Xin yu\+2 (1 Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China; 2 Institute of Earthquake Engineering of Jiangsu Province, Nanjing 210004, China);Study of ground motion parameters of soft soil site in Hexi area of Nanjing city[J];Journal of Nanjing University;2002-01
8 Chen Guoxing (Institute of Geotechniqul Engineering,Nanjing Architectural and Civil Engineering Institute,Nanjing,210009);An Integrated System Analysis Procedure and Application Software Package for Analysing the Aseismic Behavior of the Soil Structure System[J];JOURNAL OF NANJING ARCHITECTURAL AND CIVIL ENGINEERING INSTITUTE;1997-02
9 Lou Menglin Lin Gao (Dalian Institute of Technology);The effect of wave reflection of artificial boundaries in viscoelastic media[J];Journal of Hydraulic Engineering;1986-06
10 Lou Menglin Lin Gao Ni Hangen(Dalian Institute of Technology);A simplified method for determining dynamic flexibility matrices of layered foundation[J];Journal of Hydraulic Engineering;1987-03
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved