Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Highway》 2011-10
Add to Favorite Get Latest Update

Seismic Response Analysis for Tunnel Crossing Fault Under Excitation of Traveling Waves

ZHANG Guang-yang1,LI Xu-sheng2,GAO Bo2,SHEN Yu-sheng2(1.Sichuan Ya-Xi Expressway Co.,Ltd.,Changdu 610041,China; 2.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China)  
Based on soil-structure dynamic interaction model with elastic-plastic characteristics of materials taken into consideration,a three-dimensional numerical analysis by adopting time domain integration algorithm is applied to study the seismic responses of a tunnel crossing the fault under the action of traveling waves.Results indicate that horizontal displacement,vertical displacement and maximum principal stress are significantly increased in the area affected by faults;with the increase of the width of the fault,its horizontal and vertical displacement are larger and the scope of its influence is larger,while the maximum principal stress did not change significantly.
【Fund】: 国家自然科学基金科学部主任基金项目 项目编号50848020
【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 1 Hits
1 Su Jiang(China Railway Third Survey and Design Institute Group Co.,Tianjin 300251);Study on Characteristics of Stratum Deformation Induced by Railway Tunnel Underpassing Existing Highway[J];Modern Tunnelling Technology;2012-01
【Citations】
Chinese Journal Full-text Database 1 Hits
1 Lin Jiahao,Zhang Yahui,Zhao Yan (State Key Laboratory of Structural Analysis of Industrial Equipment, Dalian University of Technology, Dalian 116023, China);SEISMIC ANALYSIS METHODS OF LONG-SPAN STRUCTURES AND RECENT ADVANCES[J];Advances In Mechanics;2001-03
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 GE Jun,ZHANG Xin-pei(College of Architecture and Environment, Sichuan University, Chengdu610065, China);Discussing of RC superlong structure's jointless design[J];Building Science Research of Sichuan;2005-02
2 SHAO Changjiang,QIAN Yongjiu(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Analysis on seismic response of the great Lidu Changjiang bridge subjected to asynchronous excitation[J];Sichuan Building Science;2007-04
3 JIANG Yang1,SHI Yongjiu1,WANG Yuanqing1,ZHANG Yong2(1.Key Laboratory of Structural Engineering and Vibration of Education Ministry,Tsinghua University,Beijing 100084,China;2.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China);Seismic Response Analysis of Large-Span Gate-Type Tube Truss Structures Under Multi-Support Excitation[J];Journal of Beijing Jiaotong University;2009-04
4 XUE Su-duo Pan Yun LI Xiong-yan (College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China);Seismic Response Characteristic of Long-Span Structures Considering Earthquake Input Spatial Variability Effects[J];Journal of Beijing University of Technology;2008-12
5 SONG Bo1,YI Han-bin1,ZHOU Hong-yu2(1.The Department of Civil and Environmental Engineering,University of Science and Technology Beijing,Beijing 100083,China;2.Institute of Architectural Engineering,Beijing University of Technology,Beijing 100124,China);Seismic Response Analysis for Long-span Arch Bridgesunder Consideration of Traveling Wave Effect[J];Journal of Beijing University of Technology;2011-03
6 LIN Da chao, BAI Chun hau, ZHANG Qi (National Key Laboratory for the Prevention and Control of Explosion and Disasters, Beijing Institute of Technology, Beijing100081, China);Amplitude Characteristics of Vertical Ground Surface Vibration Caused by Explosion Seism[J];Journal of Beijing Institute of Technology;2001-02
7 BAI Xue-li~1, YE Ji-hong~2(1.College of Civil Engineering, Southeast University, Nanjing 210096, China;versity, Nanjing 210096, China);Seismic response analysis of long-span space lattice structures under multi-dimensional and multi-support excitation[J];;2005-02
8 Wang Zhen(School of Civil Engineering, Harbin Engineering University, Harbin 150001, P. R. China); Sun Jiangang(Daqing Petroleum Institute); Tang Liqiang(Harbin Engineering University);Analysis of Three Dimensional Shaking Table Test of Vertical Unanchored Storage Tank Model[J];Journal of Northeast Forestry University;2006-04
9 Liu Chuncheng(School of Civil & Architecture Engineering,Northeast Dianli University,Jilin 132012,P.R.China);Shi Lei(Dalian University of Technology);Liu Xiangyang,Zhang Chuanjie(Northeast Dianli University);Seismic Responses of Self-anchored Suspension Bridges Subjected to Multi-support Stochastic Excitations[J];Journal of Northeast Forestry University;2008-12
10 JIN Xing; CHENG Chao; ZHANG Ming-yu (Institute of Engineering Mechanics, CSB, Harbin 150080);Quantitative research on effects of seismic source on space correlation of strong ground motion[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;2000-01
China Proceedings of conference Full-text Database 4 Hits
1 Sun Jian-gang~(1,2) Wang Zhen~2 Du Peng-juan~1 (1 College of Civil and Architecture Engineering of Dalian Nationalities University,Liaoning Dalian 116600;2.College of Civil and Architecture Engineering of Daqing Petroleum Colloge,Heilongjiang Daqing 163318);Finite Element Analysis of the 3D Seismic Response of Unanchored Liquid Storage Tanks[A];[C];2007
2 He Qingxiang~1 Shen Zuyan~2 (1.Shanghai Baosteel Engineering & Technology Co.,Ltd.,Shanghai,201900; 2.Department of Building Engineering,Tongji University,Shanghai,200092);Review of Structural Seismic Analysis of Traveling Wave Effects[A];[C];2009
3 Liu Zhigui School of Civil Engineering & Architecture, Northern Jiaotong University Beijing 100044 China;THE DISCUSSION OF SOME PROBLEMS ON UNDERGROUND STRUCTURE[A];[C];2002
4 ZHAO Baoyou~(1,2),MA Zhenyue~2,LIANG Bing~1,SONG Zhiqiang~2,ZHANG Cunhui~2 (1.College of Mechanics and Engineering Science,Liaoning Technical University,Fuxin,Liaoning 123000,China; 2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian,Liaoning 116085,China);DYNAMIC NONLINEAR RESPONSE OF A LARGE UNDERGROUND ROCK CAVERN SUBJECTED TO SEISMIC MOTION CONSIDERING WAVE PASSAGE EFFECT[A];[C];2010
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 ZHU Yong-quan,ZHU Zheng-guo,HUANG Song(School of Civil Engineering,Shijiazhuang Tiedao University,Shijiazhuang 050043);Study on Road Surface Subsidence Rule due to Tunnel Construction and Control Standard[J];Journal of Beijing University of Technology;2011-09
2 SUN Jian,SONG Hong-wei,WANG Tian-chun(State Key Laboratory for Deep Geomechanics and Underground Engineering,College of Mechanics and CivilEngineering,China Mining University,Xuzhou,Jiangsu 221116,China);Study for Stress and Settlement Influence of Tunnel Piercing Underneath on Road Structure[J];Journal of Water Resources and Architectural Engineering;2011-05
3 LI Ping1,2,YANG Ting3,LIU Han-long1,2,WANG Yi3,CHEN Yu-min1,2(1.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University, Nanjing 210098,China;2.Research Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China; 3.Nanjing Municipal Design and Research Institute Co.,Ltd,Nanjing 210008,China);Heave deformation of existing tunnels under new tunnel excavation[J];Journal of PLA University of Science and Technology(Natural Science Edition);2011-05
4 WANG Yang,HE Chuan,ZENG Dong-yang,SU Zong-xian(School of Civil Engineering,Southwest Jiaotong University,Chengdu,610031);Model Test and Numerical Simulation of Influence of Perpendicular Undercross Shield Tunnel Construction on Existing Tunnel[J];Journal of the China Railway Society;2010-02
5 QIN Weimin1,ZHAO Rongsheng2,WANG Hao1,KONG Wentao3 (1. State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;2. Xiamen Road and Bridge Construction Group Co.,Ltd.,Xiamen,Fujian 361026, China;3. School of Civil and Architectural Engineering,Wuhan University,Wuhan,Hubei 430072,China);STUDY OF BUILDING SAFETY DURING SHALLOW-BURIED LARGE-SPAN TUNNEL UNDERPASSING[J];Chinese Journal of Rock Mechanics and Engineering;2010-S2
6 LI Kui,GAO Bo(Department of Tunnel and Underground Engineering,Southwest Jiaotong University,Chengdu 610031,China);Study of construction schemes for metro tunnel crossing river and bridge[J];Rock and Soil Mechanics;2010-05
7 YANG Guangwu1,GUAN Long2,LIU Jun2,ZHENG Zhibin3(1.Beijing Municipal Roadway Administration Bureau,Beijing 100044,China;2.Beijing Municipal Engineering Group,Beijing 100045,China;3.Beijing Municipal Engineering Research Institute,Beijing 100037,China);Three-Dimensional Numerical Simulation Analysis of the Shield-Driven Tunnel Crossing under the Existing Structure[J];China Railway Science;2009-06
8 CUI Guangyao1,WANG Mingnian1,LU Junfu1,LIU Jinsong2(1.School of Civil Engineering,Southwest Jiaotong University,Chengdu Sichuan 610031,China;2.China Railway No.2 Engineering Group Limited Company,Chengdu Sichuan 610031,China);Adjacent Pile Foundation Construction Displacement Control Technology of Passenger Dedicated Line Jichang Road Tunnel Crossing under Viaducts[J];China Railway Science;2011-03
9 HUO Junshuai,WANG Binglong,ZHOU Shunhua(Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 201804,China);Safety Analysis of Foundation Reinforcement Scheme for Shield Tunnel Under-Passing Intercity Railway[J];China Railway Science;2011-05
10 Zhao Dongping(China Railway Eryuan Engineering Group CO.LTD,Chengdu 610031);The Effects of Parallel Tunnel Construction with a Small Clear Distance on a Multistory Building[J];Modern Tunnelling Technology;2011-05
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 LI Yu-shu~(1,2),GAO Guang-yun~1,LI Tian-bin~2 (1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092, China;2.The National Laboratory of Geological Hazard Prevention & Geological Environment Protection of CDUT,Chengdu 610059,China);Analysis of Earthquake Response and Stability Evaluation for Transverse Slope at Secund Tunnel Portal[J];Chinese Journal of Underground Space and Engineering;2006-05
2 Qian Qihu;Subtainable Development of the Cities and the Development and Utilization of UndergroundSpace[J];UNDERGROUND SPACE;1998-02
3 YANG Xiao li, LI Liang (Civil Architectural Engineering College, Changsha Railway University, Changsha 410075,China);Seismic Response of the Transportation Tunnel Buried in Layered Soil[J];Journal of Changsha Railway University;2000-04
4 Xu Zhiying Zhou Jian(East China Technical University of water Resources);GENERATION,DIFFUSION AND DISSIPATION OF SEISMIC PORE WATER PRESSURE IN EART"H DAM BY 3-D DYNAMIC ANALYSIS[J];Earthquake Engineering and Engineering Vibration;1985-04
5 Chen Wenhua Men Fulu Jing Liping Wang Dereng (Institute of Engineering Mechanics,Harbin,150080);SHAKING TABLE TEST STUDY OF LIQUEFACTION OF BUILDING SUBSOILS[J];Earthquake Engineering and Engineering Vibration;1998-04
6 Jiang Xinliang; Song limei(Fianjin Univeroity. Tianjin 300072);Seismic Response Analysis of Underground Tunnel in Soft Soil[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-01
7 Li Hongjing Feng Qimin Wen Ruizhi (Institute of Engineering Mechanics, State Seismological Bureau);RELIABILITY-BASED OPTIMIZATION OF TRUSSES UNDER SEISMIC LOADS[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1997-01
8 Zhou Depei(Southwest Jiaotong University,Chengdu 610031);DYNAMIC BEHAVIOR OF PORTAL PART OF TUNNEL SUBJECTEDTO STRONG GROUND MOTION[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1998-01
9 LinJia-hao, Ding Dian-ming, Tian Yu-shan;Analysis of Elasto-plastic Earthquake Response of Series Multi-Degree-of-Freedom Systems[J];;1979-02
10 CHENJianyun*,HUZhiqiang,LINGao ( School of Civil and Hydraul., Dalian Univ. of Technol., Dalian 116024, China );Study of 3-D seismic response characteristics of large underground structures[J];Journal of Dalian University of Technology;2003-03
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved