Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Northwest A & F University(Natural Science Edition)》 2011-01
Add to Favorite Get Latest Update

Numerical analysis of seismic response in wave theory based pile-soil system

FENG Xiao-juan,HUANG Yi,CAO Cai-qin,YAO Kun(Department of Science,Xi'an University of Architecture&Technology,Xi'an,Shaanxi 710055,China)  
【Objective】 The research was conducted to study the seismic response characteristics of the pile-soil system to offer some reference for research on earthquake resistance of engineering structure.【Method】 Based on the dynamic equilibrium equation,the wave equation of visco-elastic soil medium is derived;Using Galerkin Weighted Residual Method,the discrete form of wave equation in time-domain is established;With the software ABAQUS,adopting the finite element and infinite element coupled numerical method,the dynamical response of piles on horizontal seismic is calculated;Seismic wave response characteristics are analyzed in the pile-soil system in different situations of slenderness ratio,superstructure mass or interface between pile and soils.【Result】 The smaller the pile's slenderness ratio is,the bigger the pile's deformation is;The bigger the superstructure mass is,the bigger the inertial force and the effect of the top part of the pile is;The acceleration response of the pile with slippage and without cracks on pile-soil interface is significantly higher than the case without slippage and cracks.【Conclusion】 The factors such as pile's slenderness ratiois,superstructure mass and the behavior of interface between pile and soils all affect the horizontal response of pile in pile-soil system under horizontal seismic.So,in the future pile foundation aseismatic design,we can reasonably choose the design for the above factors according to the law of pile's lateral deformation,so as to improve the aseismatic performances of the pile and superstructure.
【Fund】: 陕西省教育厅专项科研项目“三维桩-土体系的地震波响应研究”(08JK341);; 西安建筑科技大学基础基金项目“基础结构体的地震响应研究”(JC0821)
【CateGory Index】: TU473.1
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 7 Hits
1 FENG Xiao-juan HUANG Yi WU Bing-jun(Xi′an University of Architecture & Technology, Xi′an 710055, China);Dynamic Response of Pile to Rayleigh Wave in Saturated Soil[J];Journal of Seismological Research;2007-01
2 HU Chang-bin1,2, WANG Kui-hua1, XIE Kang-he1 (1. Department of Civil Engineering, Zhejiang University, Hangzhou 310027; 2. Department of Civil Engineering, Shenyang Architectural and Civil Engineering Institute, Shenyang 110015);SOIL-PILE INTERACTION IN VERTICAL VIBRATIONS OF A PILE WITH ELASTIC BOTTOM BOUNDARIES AND ITS APPLICATIONS[J];Engineering Mechanics;2003-02
3 JIANG Dong qi 1,2 ,WANG Li zhong 1,CHEN Yun min 1 (1.Zhejiang University,Hangzhou 310027,China;2.Guangzhou Exchange Center of Constructive Engineering,Guangzhou 510170,China);Lateral displacement and internal force of single pile induced by far-field earthquake[J];Chinese Jounal of Geotechnical Engineering;2003-02
4 XU Zi-Guo, SONG Er-Xiang ( Department of Civil Engineering, Tsinghua University, Beijing 100084, China );Finite element analysis for seismic response of rigid pile composite foundations[J];Rock and Soil Mechanics;2004-02
5 ZHUANG Hai-yang1,CHEN Guo-xing1,LIANG Yan-xian1,XU Ming2(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Beijing Representative Office of ABAQUS Inc.,Beijing 100045,China);A developed dynamic viscoelastic constitutive relations of soil and implemented by ABAQUS software[J];Rock and Soil Mechanics;2007-03
6 Feng Yongzheng Wang Lizhong Chen Yunmin (Dept. of Civil Engineering, Zhejiang University Hangzhou, 310027);Lateral Dynamic Response of Pile Group in Double-Layered Soils during the Passage of Rayleigh Waves[J];Journal of Vibration Engineering;2001-03
7 Wang Lizhong Ke Han Chen Yunmin Wu Shiming (Institute of Geotechnical Engineering,Zhejiang University Hangzhou,310027)Zhang Weimin (Municipal Construction Department of Hangzhou Hangzhou,310027);Seismic Response of Composite Foundation with CDM Piles[J];JOURNAL OF VIBRATION ENGINEERING;1998-04
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 HU Dong-qing (Huaibei Vocational Technical College,Huaibei,Anhui 235000);Three Dimensional Finite Element Analysis of Engine Connecting Rod[J];Journal of Anhui Agricultural Sciences;2009-14
2 WANG Lan1a,XING Yongming1b,XU Yanqiu2(a.College of Civil Engineering,b.College of Science,1.Inner Mongolia University of Technology,Huhhot 010051,China;2.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China);Viscoelastic Mechanic Analysis on Paving Structure with Crumb Rubber Modified Asphalt Water Proofing Layer[J];Journal of Beijing Jiaotong University;2009-03
3 FANG Qin,DU Mao-ling,CHEN Li(Engineering Institute of Engineer Corps,PLA University of Science and Technology,Nanjing 210007,Jiangsu,China);Blast-resistant properties of beams consisting of nonlinear elastic large deformation materials[J];Explosion and Shock Waves;2009-01
4 GAO De~1,DONG Jing~1,LI Jun~2(1.Harbin University of Commerce,Harbin 150028,China;2.Jiamusi University,Jiamusi 154007,China);Research on Simulation of Dynamic Response of Corrugated Board with Nonlinear Finite Element[J];Packaging Engineering;2006-04
5 WANG He-teng,GAO De,CHANG Jiang(Harbin University of Commerce,Harbin 150076,China);Research on Simulation of Static Compression Performance of Corrugated Board with Nonlinear Finite Element[J];Packaging Engineering;2006-05
6 WANG Jun-qi1,YAN Yue-xia2(1.School of Renewable Energy Resources,North China Electric Power University,Beijing 102206,China;2.School of Transportation Engineering,Shijiazhuang Railway Institute,Shijiazhuang 050043,China);2-D Numerical Analysis on Influence of In-situ Stress on Tunnel Axis Orientation[J];Journal of Yangtze River Scientific Research Institute;2009-07
7 YU Wen-jin(Department of Road & Bridge Engineering,Zhejiang Institute of Communications,Zhejiang Hangzhou 311112,China);Semi-Analytical Solution for Longitudinal Vibration of Variable Impedance Pile[J];Journal of Chongqing Jiaotong University(Natural Science);2009-03
8 LIN Jun,LV Yi-yuan,ZHONG Cong-da and et al.//Shaoxing Municipal Cao'e River Floodgate Construction Administration Committee;The behavior of PHC pipe piles under lateral load by different shallow foundation treatment methods[J];Dam & Safety;2008-05
9 Jiang Dongqi~(1,3), Hao Yulong~(2,3), Chen Yunmin~3 (1. Guangzhou Exchange Center of Constructive Engineering,Guangzhou 510170,China; 2. Guangzhou Municipal Construction Commission, Guangzhou 510180, China; 3. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, China );Lateral dynamic pile-pile interaction induced by far-field earthquake[J];Earthquake Engineering and Engineering Vibration;2004-04
10 Zhang Dingwen,Liu Songyu(Institute of Geotechnical Engineering,Southeast University,Nanjing 210096,China);The state of art of dynamic analysis of soil-cement columns composite foundation[J];Earthquake Engineering and Engineering Vibration;2006-02
China Proceedings of conference Full-text Database 10 Hits
1 *ZHUANG Zhuo~1 WANG Xiang-dong~2 ZHANG Zhao-hui~1 LIN Yong-wen~1 ZHAO Zhi-ming~1 TENG Jin~1 WANG Pu~1 (1.School of Aerospace,Tsinghua University,Beijing 100084,China; 2.College of Mechanical Engineering,Beihua University,Jilin 132021,China);APPLICATION AND DEVELOPMENT OF MECHANICS ON THE AIRCRAFT STRUCTURAL DESIGN[A];[C];2007
2 Zheng,Qijun Wen,Jiebo Sun,Qing Zhang,Ling* (Department of Engineering Mechanics;Xi'an Jiaotong University;Xi'an,Shaanxi;710049,P.R.China);Numerical Analysis of Energy-absorbed Characteristics of Sandwich Beam with Aluminum Foam[A];[C];2007
3 HU Zai-qiang WANG Jun-xing LIU Lan-lan JIAO Li-jie (Institute of Geotechnical Engineering, Xi'an University of Technology, Xi'an 710048, China);Finite element analysis of seismic behavior of composite foundation with bedding cushion[A];[C];2008
4 SHI Qing-yao WANG Cheng (Department of Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, China);Research on reasonable section type of long pile loaded laterally[A];[C];2008
5 TANG You-gang~1 ZHANG Ruo-yu~1 ZHUANG Zhuo~2 (1.School of Civil Engineering,Tianjin University,Tianjin 300072,China;2.School of Aerospace,Tsinghua University,Beijing 100084,China);Modal Analysis of Mooring System of Spar Platform[A];[C];2008
6 LIU Zhuang ZHU Lin (Harbin University of Commerce,Harbin 150028,China);Study of Hectograph Pressure based on Finite Elements[A];[C];2007
7 JING Quan-rong~1 LIU Zhuang~2 GAO De~2 (1.Chinese Academy of Agricultural Mechanization Sciences,Beijing 100083,China; 2.Harbin University of Commerce,Harbin 150028,China);Compression Characteristics and Finite Element Analysis of Degradable Tableware[A];[C];2007
8 liu bo (Nanjing Research Institute of Electronics Technology, Nanjing 210013,China);Structural Dynamics Instantaneous Response of Launching System of Different Material Directional Pipe[A];[C];2009
9 SUN Ji-zhu~(1,2),GAO Hui~2 (1.Key Laboratory of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China; 2.School of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China);Soft soil foundation consolidation analysis with ABAQUS software[A];[C];2007
10 Liu Lingna Yao Jihai Li Qiang (1.Dingji Mine of Huainan Mining Group Company,Anhui,Huainan 232001; 2.Department of Civil Engineering,Zhejiang Ocean University,Zhoushan 316004);Influence on pile vertical vibration of permeability of soil layer[A];[C];2009
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Chen Guoxing (Harbin University of Architecture and Engineering,Harbin 150006,China) Xie Junfei Zhang Kexu (Institute of Engineering Mechanics,State Seismological Bureau,Harbin 150080,China);THE EMPIRICAL EVALUATION OF SOIL MODULI AND DAMPING RATIO FOR DYNAMIC ANALYSIS[J];Earthquake Engineering and Engineering Vibration;1995-01
2 Jin Xin~(1,2,3), Kong Ge~(1), Ding Haiping~(1) (1.Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China; 2.Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China; 3.Earthquake Administration of Heilongjiang Province,Harbin 150090,China);Nonlinear seismic response analysis of horizontal layered site[J];Earthquake Engineering and Engineering Vibration;2004-03
3 Luan Maotian(Research Institute of Engineering Mechanics,DUT) Lin Gao(Dept.of Civil Engineering,DUT);An effective time-domain computational method for nonlinear seismic response analysis of soil deposit[J];JOURNAL OF DALIAN UNIVERSITY OF TECHNOLOGY;1994-02
4 HU Chang-bin1,2, WANG Kui-hua1, XIE Kang-he1 (1. Department of Civil Engineering, Zhejiang University, Hangzhou 310027; 2. Department of Civil Engineering, Shenyang Architectural and Civil Engineering Institute, Shenyang 110015);SOIL-PILE INTERACTION IN VERTICAL VIBRATIONS OF A PILE WITH ELASTIC BOTTOM BOUNDARIES AND ITS APPLICATIONS[J];Engineering Mechanics;2003-02
5 Li Qiang~(*,+) Wang Kuihua~* Xie Kanghe~* ~* Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, China ~+ Department of Civil Engineering, Anhui University of Science and Technology, Huainan 232001, China;VERTICAL VIBRATION OF AN END BEARING PILE EMBEDDED IN SATURATED SOIL[J];Acta Mechanica Sinica;2004-04
6 Liu Zongxian; LiYuting(Institute Of Engineering Mechanics,State Seismological Bureau);Analysis Of Lateral Seismic Response For The Single Pile Foundation In Infinite Elasto stratum[J];EARTHQUAKE RESEARCH IN SICHUAN;1994-03
7 Wang Jeixian Xi'an Institute of Metallurgy and Construction Engineering;ANALYSIS OF DEFORMATION AND INTERAL FORCE OF FRICTION PILES UNDER THE ACTION OF GROUND MOTION[J];China Civil Engineering Journal;1992-02
8 Wang Kuihua Xie Kanghe Zeng Guoxi (Zhejiang University);AN ANALYTICAL SOLUTION TO FORCED VIBRATION OF FOUNDATION PILE WITH VARIABLE SECTION IMPEDANCE AND ITS APPLICATION[J];China Civil Engineering Journal;1998-06
9 Chen Guoxing,Liu Xuezhu (Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009 China);TESTING STUDY ON RATIO OF DYNAMIC SHEAR MODULI AND RATIO OF DAMPING FOR RECENTLY DEPOSITED SOILS IN NANJING AND ITS NEIGHBORING AREAS[J];Chinese Journal of Rock Mechanics and Engineering;2004-08
10 JIANG Dong qi 1,2 ,WANG Li zhong 1,CHEN Yun min 1 (1.Zhejiang University,Hangzhou 310027,China;2.Guangzhou Exchange Center of Constructive Engineering,Guangzhou 510170,China);Lateral displacement and internal force of single pile induced by far-field earthquake[J];Chinese Jounal of Geotechnical Engineering;2003-02
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved