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《Underground Space》 2002-04
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Dynamic Analysis of Underground Structures under the Vertical and Horizontal Seismic Load

GUO Sheng-bing et al.  
The dynamic response of underground structure under vertical and horizontal seismic load is simulated and analyzed using the FLAC code as a two dimensional explicit program based on effective stress dynamic analysis method. The code of the model used to describe soil media is programmed and connected with FLAC. The coupling effects of underground structures under vertical and horizontal seismic load are considered. The important failure effects of structure under vertical seismic load are concluded.
【CateGory Index】: TU93
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【References】
Chinese Journal Full-text Database 10 Hits
1 Li Laosan,Yang Xiaoli(School of Civil Engineering and Architecture,Central South University,Changsha 410075,China);Dynamic Response Analysis of the Large Cross-section Tunnel under Seismic Load[J];Anhui Architecture;2007-01
2 LI Jian-bo1,2,CHEN Jian-yun1,2,LI Jing2,LIN Li-min2(1.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024;2.College of Civil and Hydraulic of Engineering,Dalian University of Technology,Dalian 116024);Multi-factor Influencing Analysis on the Seismic Responses of Subway Station[J];Chinese Journal of Underground Space and Engineering;2009-02
3 Li Hongxuan1,2,Cai Xin1,3,Wu Yingli1,Yi Jiangang1 (1.College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China;2.Nanjing Municipal Design and Research Institute,Nanjing 210008,China;3.College of Mechanics and Materials,Hohai University,Nanjing 210098,China);The Seismic Response Analysis of Underwatertunnel[J];Chinese Journal of Underground Space and Engineering;2010-05
4 Wang Wei,Ren Qingwen(Civil Engineering College,Hohai University,Nanjing 210098,China);General introduction to the effect of active fault on deeply buried tunnel[J];Earthquake Engineering and Engineering Vibration;2006-01
5 YAO Xiao-bin~1,QI Cheng-zhi~1,CHEN Guo-xing~2 (1.Beijing Research Center of Engineering Structures and New Materials,Beijing University of Civil Engineering and Architecture,Beijing 100044,China; 2.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);A Method for Determining Frequencies and Modes of Roof Slab of Underground Structure[J];Journal of Disaster Prevention and Mitigation Engineering;2011-06
6 HUANG Min1,2,GAO Bo1,WEI Lai1(1.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,Sichuan,China)(2.Department of Civil Engineering,Technology Institute of Henan,Zhengzhou 454191,Henan,China);Seismic Response of Tunnel Entrance in High Intensity Area[J];Journal of Seismological Research;2008-02
7 LIAO Lian-shan(Huizhou City Zhong'an Civil air Defense Engineering Co.Ltd.,Huizhou 516 001,China);Analysis and Discussion of the Seismic Design in Civil Air Defense Projects for[J];Construction & Design for Project;2012-12
8 Pan Dongxu1,Tao Lianjin1,Liu Lu1,Zhang Bo2,Wang Wenpei3(1.Institute of Geotechnical and Underground Engineering,Beijing University of Technology,Beijing 100124,China; 2.Beijing Urban Construction Exploration & Surveying Design Research Institute Co.Ltd,Beijing 100101, China;3.China Geological Environmental Monitoring Institute,Beijing 100081,China);Study on the Deformation of Subway station in Layered Soil under earthquake[J];Chinese Journal of Underground Space and Engineering;2013-03
9 LIU Feiyu;YANG Chunhua;ZHANG Bin;Department of Civil Engineering,Shanghai University;Shanghai Municipal Electric Power Company;;The seismic response analysis of power tunnel under soft soil subjected to bidirectional earthquake[J];Sichuan Building Science;2013-05
10 Pan Gui-yong Sun Jian-ping Wei Huan-wei Chen Qi-hui Shao Guang-biao;DYNAMIC ANALYSIS ON FOUNDATION PIT PROTECTED BY SOIL NAILING WALL[J];Building Technique Development;2009-08
China Proceedings of conference Full-text Database 7 Hits
1 Deng Xuesong Nie Yiheng Zhou Yun (College of Civil Engineering,GuangZhou University,Guangzhou 510405,P.R.China);STATE-OF-THE-ART AND STATE-OF-THE-PRACTICE IN VERTICAL EARTHQUAKE-RESISTANT[A];[C];2004
2 CHEN Jian-yun LI Jian-bo LI Jing HU Zhi-qiang (College of Civil and Hydraulic of Engineering,Dalian University of Technology,Dalian 116024,China);Effects of soil layer properties and structural characteristic on subway station[A];[C];2007
3 CHEN Jian-yun LI Jian-bo LI Jing HU Zhi-qiang (College of Civil and Hydraulic of Engineering,Dalian University of Technology,Dalian 116024,China);Effects of soil layer properties and structural characteristic on subway station[A];[C];2007
4 LIANG Nengshan~1,QI Chengzi~1,WANG Mingyang~2 (1.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);Anew dynamic Semi-analytical algorithm of structural system -Laplace integral transform method of dynamic analysis of underground structures[A];[C];2010
5 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
6 Li Xinqiao,QI Cheng-zhi,Li Guohua (School of Civil and Communication Engineering,Beijing University of Civil Engineering and Architecture,Beijing,100044, China;);Numerical simulation of the shallowly buried underground structure under vertical seismic excitation[A];[C];2010
7 Zheng Xiaoqiong~1,Fan Shuli~2,Li Weidong~3 (1 Tianhe College of Guangdong Polytechnic Normal University,Guangzhou 510540,China; 2 Dalian University of Technology,Dalian 116024,China; 3 Central Southern China Electric Power Design Institute,Wuhan 430071,China);3D seismic response analysis of shallow underground structure[A];[C];2013
【Citations】
Chinese Journal Full-text Database 4 Hits
1 WANG Ming-yang, ZHAO Yue-tang, QIAN Qi-hu, GUO Sheng-bing (Engineering Institute of Engineering Corps, PLA Univ. of Sci. & Tech., Nanjing 210007, China);Liquefaction Model for Saturated Sand Soil under Explosive Loading[J];Journal of PLA University of Science and Technology(Natural Science);2001-02
2 YU Xiang, QIAN Qi-hu, ZHAO Yue-tang GUO Zhi-kun (Engineering Institute of Engineering Corps, PLA Univ. of Sci. & Tech., Nanjing 210007, China);Analysis of Vertical Earthquake Influence on Damage to Subway Structures[J];Journal of PLA University of Science and Technology(Natural Science);2001-03
3 Xu Wenhuan Res.Inst.of Geotechnical Eng.;Discussion of Several Problems in the Earthquake Analysis of Underground Structures[J];Journal of Southwest Jiaotong University;1993-03
4 WANG Mingyang,ZHAO Yuetang,QIAN Qihu(Engineering Institute of Engineering Corps, PLAUST, Nanjing 210007,China);Study on dynamic behaviour and numerical method for saturated sand[J];Chinese Jounal of Geotechnical Engineering;2002-06
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 DONG Xiang,LUO Yasheng(College of Water Resources and Architectural Engineering,Northwest A&F University,Yangling 712100,China);Brief comments of calculating vertical component of earthquakes[J];Sichuan Building Science;2010-04
2 ZHAO Tao(Key Laboratory for Special Area Highway Engineering of Ministry of Education,Chang'an University,Xi'an,Shaanxi 710070);Seismic Analysis of the Loess Slope in the Agricultural Water Conservancy Construction[J];Journal of Anhui Agricultural Sciences;2012-11
3 YU Xiang et al. [;Earthquake-resistant Problems in Civil Defense Engineering[J];Underground Space;2001-01
4 WANG Ming-yang, ZHENG Da-liang, QIAN Qi-hu (Center of Research Lab for Blast-resistance Structures, Engineering Institute of PLA University of Science and Technology, Nanjing210007, Jiangsu, China);The scaling problems of penetration and perforation for projectile into concrete media[J];Explosion and Shock Waves;2004-02
5 WANG De-rong1, DAI Ming2, LI Jie1, WANG Ming-yang1 (1. Engineering Institute, PLA University of Science and Technology, Nanjing 210007, Jiangsu, China; 2. The 16 Department of Nanjing Army, Nanjing 210006, Jiangsu, China);Failure effect of steel-fiber reactive power concrete (RPC) shelter plate under contact explosion[J];Explosion and Shock Waves;2008-01
6 WANG Tao(Research Institute of Structural Engineering & Disaster reduction,Tongji University,Shanghai 200092,China);Research of some problems in vertical earthquake[J];Journal of Henan University of Urban Construction;2010-02
7 ZHAO Tao SHE Xuesen(Key Laboratory for Special Area Highway Engineering of Ministry of Education,Chang'an University,Xi'an 710070);Loess Slope Stability Analysis under the Force of the Earthquake[J];Journal of Chongqing University of Science and Technology(Natural Sciences Edition);2012-03
8 MU Chaomin1,2,3,QI Juan2,XIN Kai1 (1 The Third Research Institute of the Corps Engineering,Henan Luoyang 471023,China; 2 Anhui University of Science and Technology,Anhui Huainan 232001,China; 3 Key Laboratory of Mining Coal Safety and Efficiently Constructed by Anhui Province and Ministry of Education,Anhui Huainan 232001,China);The Free-field Experimental Study on Blast Wave Propagation in Saturated Sand with High Degree of Saturation[J];Journal of Projectiles,Rockets,Missiles and Guidance;2010-05
9 WANG Mingyang, WANG Liyun, QI Chengzhi, QIAN Qihu (Engineering Institute of Engineering Corps, PLAUSTNanjing 210007, China);Study of Deformation and Failure of Rock under Explosion Load(Part Ⅱ)[J];Journal of Seismology;2003-03
10 LIN Li-min,CHEN Jian-yun(The State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China);Analysis of Earthquake-resistant Capacity of Shallow-buried Subway Station Structures in Soft Soil[J];Journal of Disaster Prevention and Mitigation Engineering;2006-03
China Proceedings of conference Full-text Database 5 Hits
1 Liang Qingguo;Vertical Seismic Force at Meizoseismal Area of Strong Earthquake and Its Effect on Important Engineering Project[A];[C];2003
2 ZHAOYue-tang;LUO Kun-sheng;SONG Chun-ming Nanjing Engineering Institute,PLAUST,Nanjing 210007,China;STATUS QUO OF THE STUDY ON BLAST-INDUCED LIQUEFACTION IN SATURATED SOILS AND SOME FURTHER PROBLEMS[A];[C];2004
3 Zheng Yonglai~1,Liu Zhiyong~1,Han Wenxing~2 (1 Dept.of Hydraulic Engineering,School of Civil Engineering,Tongji University,Shanghai 200092,China; 2.Office of Hydraulic Structure,East China Electric Power Design Institute,Shanghai 200063,China);Seismic analysis for cross section of rectangular underground structures[A];[C];2008
4 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
5 Li Xinqiao,QI Cheng-zhi,Li Guohua (School of Civil and Communication Engineering,Beijing University of Civil Engineering and Architecture,Beijing,100044, China;);Numerical simulation of the shallowly buried underground structure under vertical seismic excitation[A];[C];2010
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 WANG Jie-wei~1,WANG Ru-heng~(1,2)(1.Southwest University of Science and Technology,Mianyang 621002,China;2.Chongqing University,Chongqing 430045,China);The study of the soil dynamic constitutive model[J];Building Science Research of Sichuan;2005-05
2 HE Wei1,2,ZHOU Lijun3,ZHAO Yang2(1.School of Environment and Water Conservancy Engineering,Zhengzhou University,Zhengzhou 450002,China;2.North China University of Water Conservancy and Electric Power,Zhengzhou 450008,China;3.Central South Municipal Engineering Co.,Ltd.,Hengyang 421001,China);Analysis and calculation simulation on construction of soil nailing for deep excavation support[J];Sichuan Building Science;2007-02
3 GUO Wen1,LI Qiang2,WANG Ruheng1,3(1.Southwest University of Science and Technology,Mianyang 621010,China;2.Mianyang Dalu Architecture Design Company,Mianyang 621010,China;3.Chongqing University,Chongqing 430045,China);Experimental study on influence of vibration frequency to dynamic modulus and damping ratio characteristics of saturate sandy pebble soil[J];Sichuan Building Science;2007-06
4 Li Xiuhua(Basic Construction Department Anhui University,Hefei,2300039);TRANSMITTING BOUNDARY IN THE SOIL-STRUCTURE SYSTEM INTERACTION[J];Journal of Anhui Institute of Architecture;2002-03
5 REN Hong-mei, LIN Gao ( State Key Laboratory Of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China);Seismic analysis of the underground structures based on SBFEM[J];Journal of Anhui Institute of Architecture;2005-03
6 Li Pengcheng(The Second Engineering Co.,Ltd.of CTCE Group,Suzhou 215100,China);Study on Mechanical Behavior and Deformation of Segment Lining in Shield Driven Tunnel[J];Anhui Architecture;2008-05
7 Zhang Zixin et al.;Development of Shanghai Metropolitan in 21st Century and Development of Underground Space[J];UNDERGROUND SPACE;1999-02
8 Qian Qihu;The Fourth Wave of Geotechnology[J];UNDERGROUND SPACE;1999-04
9 HUANG Hongwei[;Development and Prospect of Urban Tunnel and Underground Construction[J];Underground Space;2001-04
10 GONG Bi-ning et al;Experimental Study on Dynamic Interaction of underground structure and soil[J];Underground Space;2002-04
China Proceedings of conference Full-text Database 4 Hits
1 He Haijian, Liu Weining, Xiang Yanyong, Wang Ting (School of Civil Engineering & Architecture, Beijing Jiaotong University, Beijing 100044);3-D numerical analysis of the effect of metro construction on adjacent bridge piles[A];[C];2005
2 ZHU Yan-peng, ZHOU Yong (School of Civil Engineering, Lanzhou University of Science & Technology. Lanzhou730050. china);DESIGN AND CALCULATION OF FRAME SUPPORTING STRUCTURE WITH PRE-STRESSED ANCHOR BAR ON LOESS SLOPE[A];[C];2004
3 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
4 QI Cheng-zhi~1,CHEN Canshou~2,CHEN Jianjie~2,QIAN Qi-hu~2,WANG Mingyang~2 (1.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);Free lateral vibration motion equation of long large cross-section underground structure[A];[C];2010
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 FAN Jianshe1,XU Jinyu2,3,YAN Xiangcheng2,LENG Binglin4,GAO Zhu5(1.The Ninth Engineering Group of Airport Construction of China,Xinjin 611430,China; 2.The Engineering Institute,Air Force Engineering University,Xi'an 710038,China; 3.Department of Civil Engineering,Northwestern Polytechnical University,Xi'an 710072,China; 4.PLA Unite 95080,Shantou 515823,China; 5.The Sencond Engineering Group of Airport Construction of China,Xuzhou 221000,China);Research of diagnosis method of damages upon civil air defense engineering based backpropagation neural network[J];Sichuan Building Science;2011-02
2 LI Xiaoshan1,FU Jun2(1.School of Civil Engineering and Architecture,Zhejiang Sci-Tech University,Hangzhou 310018,China; 2.The Basic Construction Department,Zhejiang Sci-Tech University,Hangzhou 310018,China);Numerical analysis of characters after reinforcement of powder spurting pile combined with geogrid in high embankment[J];Sichuan Building Science;2012-03
3 Li Hongxuan1,2,Cai Xin1,3,Wu Yingli1,Yi Jiangang1 (1.College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China;2.Nanjing Municipal Design and Research Institute,Nanjing 210008,China;3.College of Mechanics and Materials,Hohai University,Nanjing 210098,China);The Seismic Response Analysis of Underwatertunnel[J];Chinese Journal of Underground Space and Engineering;2010-05
4 Li Enqi,Sheng Xiucheng,Wang Jiangfeng(The Equipment Research Institute of the 2nd Artillery,Beijing 100085,China);Dynamic Characteristic Analysis of Certain Vaulted Reinforced Concrete Protective Door[J];Chinese Journal of Underground Space and Engineering;2012-02
5 JIANG Shu-ping1,LI Peng2,LIN Zhi1(1.Chongqing Communications Research & Design Institute,Chongqing 400067,China;2.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Design Strategies of Breaking Resistance of Tunnels Crossing Active Faults Zone[J];Journal of Chongqing Jiaotong University(Natural Science);2008-06
6 MA Wei-dong1,WANG Guo-bo2,XIE Wei-ping2(1.Guangzhou Urban Planning Design & Survey Research Institute,Guangzhou 510060,China;2.College of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China);Analysis of 3-D seismic response of subway station structures in Wuhan city[J];Journal of Railway Science and Engineering;2008-04
7 BAI Guang-bin1,2,ZHAO Jie3,WANG Yu3(1.Dalian University of Technology Civil Engineering College,Liaoning Dalian 116085,China; 2.Dalian Municipal Construction Project Labor Insurance Cost Management Office,Liaoning Dalian 116001,China;3.Dalian University R&D Center of the Civil Engineering Technology,Liaoning Dalian 116622,China);REVIEW OF METHODS FOR ANTISEISMIC RESEARCH OF UNDERGROUND ENGINEERING[J];Journal of Disaster Prevention and Reduction;2012-01
8 Feng Qian and Huang Jiang(Institute of Seismology,CEA,Wuhan 430071);EXPLORATION OF DISASTER CHARACTERISTICS AND DAMAGE CAUSES OF LARGE SPAN UNDERGROUND STRUCTURE[J];Journal of Geodesy and Geodynamics;2009-S1
9 LIN Li-min,CHEN Jian-yun(The State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China);Analysis of Earthquake-resistant Capacity of Shallow-buried Subway Station Structures in Soft Soil[J];Journal of Disaster Prevention and Mitigation Engineering;2006-03
10 ZHANG Ming-ju~1,L(U|¨)Qi~2,DU Xiu-li~1,LI Li-yun~1 (1.The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology,Beijing 100124,China; 2.Jiangsu Transportation Research Institute Co.,Ltd,Nanjing 210017,China);Study on Aseismic Behavior of Soil Nailing System by Shaking Table Test[J];Journal of Disaster Prevention and Mitigation Engineering;2010-06
China Proceedings of conference Full-text Database 10 Hits
1 Shang Jinhua,Yang Linde Shandong Electric Power Engingeering Consulting Company Ltd.,250013,Jinan,China;Equivalent Static Method of Shield Tunnels Seismic Response in Soft Soil[A];[C];2010
2 ZHU Yan-peng, DONG Jian-hua, YE Shuai-hua Western Center of Disaster Mitigation in Civil Engineering with the Ministry of Education, School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China;Summary of the static and dynamic analysis methods of flexible retaining structure for loess slope[A];[C];2011
3 Liu Zhansheng,Chen Zhihua (School of Civil Engineering,Tianjin University,Tianjin 300072,China);Study on Health Monitoring Scheme of Chiping Gymnasium[A];[C];2010
4 TANG Ting,CHEN Can-shou,WANG Ming-yang (Engineering Institute of Engineering Corps,PLA University of Science & Technology,Nanjing 210007,China);Safety Analysis of Ground Structure Under Seismic Wave of Underground Explosion[A];[C];2008
5 MA Xian-feng,SUI Tao,ZHANG Yao (1,Department of Geotechnical Engineering,Tongji University,shanghai 200092,China,2 Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education,P.R.China,Tongji University,Shanghai 200092,China);Damage effect of single circular shield tunnels under internal explosion[A];[C];2010
6 Wang Derong~1 Feng Shufang~(1' 2 ) Wang Mingyang~1 (1.Engineering Institute of PLA University of Science and Technology,Nanjing 210007 2.Enginering & Researching Design Insitute of Shenyang Area Headquarters,Shenyang,110162);Dynamic Response on Deep-buried Tunnel Under the Effect of Blasting Seismic Wave—Theory Model[A];[C];2010
7 Li Xinqiao,QI Cheng-zhi,Li Guohua (School of Civil and Communication Engineering,Beijing University of Civil Engineering and Architecture,Beijing,100044, China;);Numerical simulation of the shallowly buried underground structure under vertical seismic excitation[A];[C];2010
8 Lu Jie(Highway Department of Shaoxing City,Zhejiang,Shaoxing 312000,China);Analysis of Earthquake Reaction in Effect of the Pile and Soil of the Continuous Rigid Frame[A];[C];2012
9 YAO Xiao-bin,QI Cheng-zhi,LUO Jian (Beijing Research Center of Engineering Structures and New Materials, Beijing University of Civil Engineering and Architecture,Beijing 100044,China);Effect of relative stiffness on seismic response of underground rectangular structure[A];[C];2012
10 Gao Feng;Zhao Fengbing (School of Civil Engineering and Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Analysis of Seismic Response for Shallow Embedded Tunnel with Large Crosssection by Static-Dynamic Analysis Method[A];[C];2013
【Secondary Citations】
Chinese Journal Full-text Database 7 Hits
1 Wang Mingyang, Zhao Yaotang, Deng Guoqiang,Qian Qihu (Nanjing Engineering Institute,Nanjing,210007);ANALYTICAL METHOD AND APPROXIMATION MODEL OF PROPAGATION OF EXPLOSIVE WAVE IN THE FREE FIELD OF STRAIN HARDENING MEDIUM[J];EXPLOSION AND SHOCK WAVES;1997-04
2 Zhao Yuetang,Qian Qihu,Wang Mingyang (Nanjing Engineering Institute,Nanjing,210007);STUDY ON CONSTITUTIVE RELATION FOR THREEPHASE SATURATED SOIL UNDER EXPLOSION WAVE[J];EXPLOSION AND SHOCK WAVES;1998-01
3 Zhao Yuetang,Qian Qihu,Wang Mingyang(Nanjing Engineering Institute,Nanjing 210007);ANALYSIS ON SOME INFLUENCE FACTORS TO GAS MOTION UNDER EXPLOSIVE LOADING IN THREE PHASE SATURATED SOIL[J];EXPLOSION AND SHOCK WAVES;1998-02
4 Hu Xiaoyan et al.(32);The Influence of Vertical Stress Induced by Earthquake to the Subway Tunnel[J];EARTHQUAKE RESISTANT ENGINEERING;2000-02
5 Yang Chuntian;Analysis of the Collaps of Intermediate Floor Type After Earthquke in Kobe City[J];Building Structure;1999-09
6 Wang Mingyang; Yang Lingde; Qian Qihu(Department of Ceotechnical Engineering, Tongji University, Shanghai, 200092) (Nanjing Engineering Institute,Nanjing, 210007);Analytical Method of Explosive Loading Interaction with Obstacle in Saturated Soil[J];JOURNAL OF TONGJI UNIVERSITY;1997-02
7 Wang Ming-yang;Qian Qi-hu(210007 ,Nanjing,Engineering Institute);Study on Dynamic Model for Quasi-Saturated Soil under Explosive Wave[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1995-06
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