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《Journal of Disaster Prevention and Mitigation Engineering》 2010-06
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The Effect of Obliquely Incident Seismic Waves on Dynamic Response of Underground Structures

ZHAO Yuan~1,DU Xiu-li~2,LI Li-yun~2 (1.The Pilot College of Beijing University of Technology,Beijing 101101,China;2.The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education,Beijing University of Technology,Beijing 100124,China)  
Based on the visco-elastic artificial boundary and the finite element software ANSYS,seismic response of underground structures under oblique incidence is analyzed,considering the contact effect between soil and structures and the initial stress in site.The effect of obliquely incident seismic waves on dynamic response of underground structure is studied.The calculated results show that obliquely incident seismic waves make significant changes on the overall reaction of the structure.With the increase of incident angle,the horizontal stress of nodes increases significantly,and the peak vertical stress and the increment of the stress are all small.With the increase of input peak acceleration,the peak displacements of nodes have certain changes.Therefore,the effects of obliquely incident seismic wave need to be considered while analyzing the seismic response of underground structures near the epicenter.
【Fund】: 国家自然科学基金项目(90715035 50808006);; 国家973计划项目(2007CB714203);; 国家科技支撑计划项目(2006BAJ27B04)资助
【CateGory Index】: TU93;TU311.3
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【Citations】
Chinese Journal Full-text Database 10 Hits
1 LI Shanyou1,WANG Xueliang2,ZHOU Zhenghua1(1. Institute of Engineering Mechanics, China Seismological Bureau, Harbin150080,China; 2. Chuxiong Normal College of Yunnan Province, Chuxiong675000,China);THE TIME-STEP NUMERICAL SIMULATION OF FREE FIELD MOTION OF LAYERED HALF-SPACE FOR INCLINED SEISMIC WAVES[J];Journal of Changchun University of Science and Technology;2003-03
2 Liang Jiaqing 1 Ye Jihong 2 ( 1College of Civil Engineering, Southeast University, Nanjing 210096, China) ( 2Key Lab of RC and PC Structures of Ministry of Education, Southeast University, Nanjing 210096, China);Seismic response analysis of long-span space lattice structures under multiple-support excitation[J];Journal of Southeast University (Natural Science Edition);2003-05
3 LIU Jin-yun, CHEN Jian-yun, HU Zhi-qiang(State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116085, China);Three-Dimensional Seismic Response Analysis for Water-Supplying Tunnel under Excitation of Traveling Waves[J];Journal of Disaster Prevention and Mitigation Engineering;2007-01
4 ZHANG Jing-juan,GAO Da-feng,LIU Bo-dong (Key Laboratory of Structural Engineering and Earthquake Resistance,Ministry of Education,Xi'an Scientific and Technical University of Architecture, Xi'an,Shaanxi 710055,China);Seismic Response Analysis for Continuous Beam Bridge under Excitation of Traveling Waves[J];Journal of Water Resources and Architectural Engineering;2009-02
5 ZHAO Jian-feng,DU Xiu-li,HAN Qiang,LI Li-yun (The Key Lab. of Urban Security and Disaster Engineering Beijing University of Technology, Ministry of Education, Beijing 100022, China);AN APPROACH TO NUMERICAL SIMULATION FOR EXTERNAL SOURCE WAVE MOTION[J];Engineering Mechanics;2007-04
6 WANG Jun-wen 1,ZHANG Yun-bo1,LI Jian-zhong 2,FAN Li-chu 2 (1.School of Civil Engineering,Shijiazhuang Railway Institute,Shijiazhuang 050043,China;2.Department of Bridge Engineering,Tongji University,Shanghai 200092,China);SEISMIC WAVE PASSAGE EFFECT'S INFLUENCES ON LONGITUDINAL SEISMIC POUNDING RESPONSE FOR CONTINUOUS GIRDER BRIDGES[J];Engineering Mechanics;2007-11
7 Su Cheng1 Chen Hai-bin 2(1.State Key Laboratory of Subtropical Building Science,South China University of Technology,Guangzhou 510640,Guangdong,China;2.Division of Municipal Engineering,Guangdong Architectural Design and Research Institute,Guangzhou 510010,Guangdong,China);Seismic Response of Long-Span Bridge Under Multi-Support Excitation[J];Journal of South China University of Technology(Natural Science Edition);2008-11
8 YUE Qingxia1,2,LI Jie1 (1.Department of Building Engineering,Tongji University,Shanghai 200092,China;2.School of Civil Engineering,Shandong Jianzhu University,Ji'nan 250101,China);Research on Utility Tunnel Seismic Response[J];Journal of Tongji University(Natural Science);2009-03
9 Shen Shungao1 Zhang Weijing2 Zhu Dan1 Qian Jiaru2 Pei Yongzhong1,2 (1. China Aeronautical Project & Design Institute, Beijing 100011, China; 2. Tsinghua University, Beijing 100084, China );Seismic response analysis of two long-span hangars under multiple support excitations[J];China Civil Engineering Journal;2008-02
10 WANG Qin1,2,CHEN Juan1,LI Jie1(1.Department of Building Engineering,Tongji University,Shanghai 200092,China;2.WISDRI Engineering and Research Incorporation Limited,Wuhan 430223,China);Seismic Response Analysis of Underground Pipeline Under Obliquely Incident Seismic Waves[J];Journal of Huazhong University of Science and Technology(Urban Science Edition);2008-04
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHOU Bo1,MO xiu-wen2,TAO Guo31.Department of Computer Engineering,Heilongjiang Institute of Science and Technology,Harbin 150027,China2.College of GeoExploartion Science and Technology,Jilin University,Changchun 130026,China3.College of Resource and Environment,China University of Petroleum,Beijing 102249,China;The Numerical Simulation of Wireline Formation Tester with Finite Element Method[J];Journal of Jilin University(Earth Science Edition);2007-03
2 LI Shan-you~(1 2) , WANG Xue-liang~3, JIN Xing~2, YANG Bai-po~2, SUN Ping-shan~2 ( 1. Harbin Institute of Technology, Harbin 150001 China; 2. Institute of Engineering mechanics, China seismological Bureau, Harbin 150080 China; 3. Chuxiong Normal College,Yunnan Province, Chuxiong 675000 China);Numerical simulation of seismic response of Tuanshu fault site[J];Earthquake Engineering and Engineering Vibration;2003-04
3 Li Shanyou,Ma Qiang,Wu Dongpo,Yang Baipo(Institute of Engineering mechanics, China seismological Bureau, Harbin 150080, China);Study on characteristics of seismic responses of fault sites[J];Earthquake Engineering and Engineering Vibration;2003-05
4 WANG Yi-gong,YANG You-fa (Faculty of Civil Engineering, Chongqing University,Chongqing 400045,China);A secondary development of ANSYS for site earthquake response[J];Earthquake Engineering and Engineering Vibration;2004-02
5 Li Zhongxian,Lin Wei,Ding Yang(School of Civil Engineering,Tianjin University,Tianjin 300072,China);Random seismic response analysis of long-span spatial lattice structure under three-dimensional and multi-support earthquake excitations[J];Earthquake Engineering and Engineering Vibration;2006-01
6 BAI Feng-long,LI Hong-nan,QUAN Wei (State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China);Seismic Response Analysis of Long-span Spatial Reticulated Shell Structures Subject to Differential Seismic Motions[J];Journal of Disaster Prevention and Mitigation Engineering;2009-02
7 LI Shan-you1 MA Qiang1 WEI Qing-hai2 (1.Institute of Engineering Mechanics, CEA, Harbin 150080,China) (2.Earthquake Administration of Heilongjiang Province, Harbin 150090, China);Seismic Response Analysis of Fault Step Subjected to Obliquely Incident Body Waves[J];Journal of Seismological Research;2005-03
8 DING Yang, LIN Wei, LI Zhong - xian, LIU Ying (School of Civil Engineering, Tianjin University, Tianjin, 300072, China);Random seismic response analysis of long - span spatial lattice structure under three - dimensional and multi - support earthquake excitations[J];Journal of Fuzhou University(Natural Sciences Edtion);2005-S1
9 Zhang Chuancheng (College of Civil Engineering of Beijing University of Technology Beijing 100022)Han Qiang (China Electronics Engineering Design Institute Beijing 100840);REVIEW ON SEISMIC RESPONSE ANALYSIS OF LONG-SPAN STRUCTURES UNDER MULTIPLE SUPPORT EXCITATIONS[J];Industrial Construction;2007-S1
10 PAN Qiang1,FANG Shi-sheng1,CHENG Xiao-dong2(1.School of Civil Engineering,Hefei University of Technology,Hefei 230009,China;2.Test and Research Centre for Highway of Anhui Province,Hefei 230601,China);The Traveling Wave Effect of Seismic Response of High-pier-span Continuous Rigid Frame Bridge[J];Journal of Hunan Institute of Engineering(Natural Science Edition);2010-02
China Proceedings of conference Full-text Database 4 Hits
1 F.L.Bai,H.N.Li,G.X.Wang (State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China);Seismic response analysis of long-span spatial reticulated shell structures considering wave passage effect[A];[C];2008
2 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
3 ZHAO Baoyou~(1,2),MA Zhenyue~2,DING Xiuli~3 (1.School of Mechanics and Engineering,Liaoning Technical University,Fuxin,Liaoning 123000,China; 2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian,Liaoning 116024,China; 3.Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources,Yangtze River Scientific Research Institute,Wuhan,Hubei 430010,China);SEISMIC RESPONSE OF A LARGE UNDERGROUND ROCK CAVERN GROUPS CONSIDERING DIFFERENT INCIDENT ANGLES OF EARTHQUAKE WAVES[A];[C];2010
4 TAN Weichao,XIE Nan,DU Jjinsheng,LUO Xiaofeng (School of Civil Engineering & Architecture,Beijing Jiaotong University,Beijing 100044,China);Reliability analysis of big bridge during construction under the action of earthquake[A];[C];2010
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 PENG fang le et al.;Space under Urban Roads and Common Trench[J];Underground Space;2003-04
2 Shi ZhiLi, Zhou LiZhi;Present Situation of Study and Application of Seismic Design and Vibration Control of Long-Span Bridges[J];Urban Roads Bridges & Flood Control;2002-04
3 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
4 Liao Zhenpeng (Institute of Engineering Mechanics, Academia Sinica);A FINITE ELEMENT METHOD FOR NEAR-FIELD WAVE MOTION IN HETEROGENEOUS MATERIALS[J];Earthquake Engineering and Engineering Vibration;1984-02
5 Liao Zhenpeng Liu Jingbo (Institute of Engineering Mechanics,State Seismological Bureau);ELASTIC WAVE MOTION IN DISCRETE GRIDS[J];Earthquake Engineering and Engineering Vibration;1986-02
6 Liao Zhenpeng Liu Jingbo (Institute of Engineering Mechanics, SSB);FINITE ELEMENT SIMULATION OF WAVE MOTION ——Basic Problems and Conceptual Aspects[J];Earthquake Engineering and Engineering Vibration;1989-04
7 Yuan Xiaoming Liao Zhenpeng(Institute of Engineering Mechanics,State Seismologica! Bureau);SERIES SOLUTION FOR SCATTERING OF PLANE SH WAVES BY A CANYON OF CIRCULAR-ARC CROSS SECTION[J];Earthquake Engineering and Engineering Vibration;1993-02
8 Liang Aihu Chen Houqun Hou Shunzai(China Institute of Water Resources and Hydropower Research);THE RELIABILITY ANALYSIS OF EARTHQUAKE-RESISTANT ARCH DAM SUBJECTED TO RANDOM MULTI-SUPPORT INPUT[J];Earthquake Engineering and Engineering Vibration;1996-01
9 LI Shan you 1,2 , LIAO Zhen peng 2 (1. Harbin Institute of Technology, Harbin 150001, China; 2. Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China);Wave-type conversion caused by a step topography subjected to inclined seismic body wave[J];Earthquake Engineering and Engineering Vibration;2002-04
10 DING Yang, WANG Bo(School of Civil Engineering, Tianjin University, Tianjin 300072, China);Seismic response of long-span spatial lattice structure considering traveling-waves effects[J];Earthquake Engineering and Engineering Vibration;2002-05
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