Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Dalian University of Technology》 2001-05
Add to Favorite Get Latest Update

Simplified analyses of dynamic flexibility coefficients for viscoelastic non-homogeneous foundations

LUAN Mao tian 1,2 , JI Yi gong 1, WANG Fu ming 3 ( 1. Dept. of Civil Eng., Dalian Univ. of Technol., Dalian 116024, China; 2. State Key Lab. of Coastal and Offshore Eng., Dalian Univ. of Technol., Dalian 116024, China; 3. The Res. C  
A semi analytical procedure for determining the dynamic flexibility coefficient of the three dimensional viscoelastic non homogeneous foundation is developed. In this method, the foundation is divided into a number of layers and the displacement functions are expressed as the product of spline function and Fourier′s series. The non homogeneity of soil modulus along depth is taken into account. Then the flexibility coefficients can be obtained by solving Lagrange′s equation. The discussions cover both the horizontal and the vertical responses. The results obtained are compared with the solutions by other methods. It may be considered as an applicable method to the interaction analysis of structure foundation system.
【Fund】: 国家教育部跨世纪优秀人才培养计划研究基金资助项目
【CateGory Index】: TU470.3
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 2 Hits
1 Luan Maotian Lin Gao (Department of Civil Engr.,Dalian University of Technology Dalian,116023);A Simplified Model for Determining Dynamic Impedance of Strip-Footing on Inhomogeneous Multilayered Halfspace[J];Journal of Vibration Engineering;1993-03
2 Ji Yigong Luan Maotian (Department of Civil Engineering and State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology Dalian, 116024) Wang Fuming (The Research Center of Road Testing T;Spline Based Semi-Analytical Procedure for Dynamic Flexibility of Visco-Elastic Non-Homogeneous Foundation[J];Journal of Vibration Engineering;2000-04
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 XUE Song-tao~(1,2),ZHANG Mao-yu~1,XIE Li-yu~1,CHEN Rong~1,WANG Yuan-gong~1(1.Research Institution of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China;2.Department of Architecture,School of Science and Engineering,Kinki University,Osaka 577-8502,Japan);The dynamic responses of the slurry wall subjected to earthquake waves[J];Building Science Research of Sichuan;2005-06
2 ZENG Sheng~1,CHENG Ming-xian~2(1.Changsha University of Science and Technology, Changsha 410076,China;2.Communication Department, Changsha 410001, China);Research on the concrete pavement void and load transfer mechanism[J];;2005-01
3 Lu Ji Yan Weiming (Harbin Architectural and Civil Engineering Institute);NON-CLASSICAL MODAL ANALYSIS RESPONSE SPECTRUM METHOD FOR SEISMIC RESPONSE OF SOIL- STRUCTURE INTERACTION[J];Earthquake Engineering and Engineering Vibration;1987-02
4 DIN Bo yang, WU Jian hua (Lanzhou Seismological Institute, China Seismological Burean, Lanzhou 730000, China);Basic solution for dynamic foundation on half space of two phase saturated medium[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-03
5 JIANG Xin-liang; GU Yan (School of Constructional Engineering, Tianjin University);Research on primary resonance and bifurcation of soil-nonlinear structure interaction system[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;2000-03
6 SONG Chun-yu,CHEN Long-zhu,XIA Yu-feng (School of Naval Architecture and Ocean and Civil Engineering,Shanghai Jiaotong University,Shanghai 200030, China);Dynamics of block on composite foundation with single pile[J];Earthquake Engineering and Engineering Vibration;2004-02
7 Lu Shunyong(Institute of Engineering Mechanics,State Seismological Bureau,Harbin 150080 China);DETERMINATION OF FREQUENCY-DEPENDENT PARAMETERS OF FOUNDATION-BASE SYSTEM WITH DYNAMIC MEASUREMENTS[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1996-04
8 LI PEI-WU(The Design Institute of YRCC, Zhengzhou 450003);ADDITIVE MASS METHOD MEASURED DYNAMICALLY FOUNDATION BEARING CAPACITY[J];Chinese Journal of Geophysics;1993-05
9 CUI Jing GUO Qi (Department of Civil Engineering,Tianjin University,Tianjin 300072,China);THE EFFECT OF AMPLIFICATION OF P WAVES BY SOIL PROPERTY[J];Low Temperature Architecture Technology;2007-01
10 CHEN Long-zhu~1, YAN Xi-shui~2, QIN Jian-tang~3 (1. Inst. of Eng. Safety and Disaster Prevention. Shanghai Jiaotong University, Shanghai 200030, China; 2. Inst. of Disaster Prevention., Zhejiang University, Hangzhou 310027, China;3. City College of Zhejiang University, Hangzhou 310015, China);Borderline between Near and Far Field of Vertical Ground Vibration Caused by Point Excitation at Surface of Elastic Half-Space[J];Journal of Seismology;2004-02
China Proceedings of conference Full-text Database 5 Hits
1 Zhi-jiu Liu~(1,3) Hui-jian Li~2 Zhen-Zi Li~1 (1.Civil and Architectural College,Central South University,Changsha 410083,China; 2.College of Civil Engingeering and Mechanics,Yiansan University,Qinghuangdao,066004 China; 3.Civil Engineering College of Hunan University,Changsha 410082,China);Rocking composite lumped parameter model of arbitrarily shaped embedded foundations[A];[C];2007
2 Wu Bangda (Fifth Design & Research Institute of China Ordnance Industry, Beijing 100053, China);Two-peak Method for Analysing Subsoil Damping Ratio of Dynamic Foundation[A];[C];2006
3 Wu Bangda (Fifth Designing & Research Institute of China Ordnance Industry,Beijing 100053, China);A Brief for "Temporary Specification for Desigh of Election Hydraulic Pressure Vibrator Foundation" in Ordnance Industry[A];[C];2006
4 Deng An-fu Chongqing Institute of Architecture and Engineering;Propagation and Attenuation of Vibration Wave in Rock Base Under Hanmer-producing Shock[A];[C];1990
5 LIU Zhi-jiu~(1,2),SHANG Shou-ping~1,WANG Yi-sun~1 (1.Civil Engineering College of Hunan University,Changsha 410082,China;2.Civil and Architectural College,Central South University,Changsha 410083,China.);Vertical Composite Lumped Parameter Model of Arbitrarily Shaped Foundations[A];[C];2009
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Zhao Chongbjn Zhang Chuhan Zhang Guangdou (Tsinghua University);STUDIES ON THE CHARACTERISTICS OF DYNAMIC MAPPING INFINITE ELEMENTS[J];Earthquake Engineering and Engineering Vibration;1987-03
2 Du Xiuli, Xiong Jianguo (Institute of Engineering Mechanics, State Seismological Bureau);APPLICATION OF BOUNDARY ELEMENT METHOD TO WAVE PROPAGATION BY USING SERIES SOLUTION[J];Earthquake Engineering and Engineering Vibration;1988-01
3 Wang Fuming Lin Gao(Zhengzhou Institute of Technology) (Dalian Institute of Technology);A SEMI-ANALYTIC SOLUTION OF THE DYNAMIC FLEXIBILITY COEFFICIENTS OF VISCOELASTIC LAYERED FOUNDATION[J];Earthquake Engineering and Engineering Vibration;1988-02
4 Zeng Sanping Cao Zhiyuan(Tongji University);TRANSIENT WAVE PROPAGATION IN THE MULTILAYERED FOUNDATIONS[J];Earthquake Engineering and Engineering Vibration;1991-03
5 Wang Yunjian (Institute of Engineering Mechanics,State Seismological Bureau .Harbin 150080 China);APPLICATIONS OF INVERSE PROBLEM TO ENGINEERING VIBRATION[J];Earthquake Engineering and Engineering Vibration;1995-03
6 Wang Xudong 1 Guo Dajin 1 Deng Xujun 2 ( 1Highway Research Institute,Ministry of Communication,Beijing 100088) ( 2Transportation Collage,Southeast University,Nanjing 210096);Geometric Characteristic Analyze of the Dynamic Deflection Basin[J];Journal of Southeast University;1999-05
7 HUANG GUANG-YUAN XU WEN-TIAN FU GUO-HUA (Dept. of Math., Shandong University, Jinan)QIU ZHONQ-PANG YANG BAO-ZHE(Inst. of Shandong Arch. Engn.) (Geologic Set. Inst. of Sheng-Li);AN ALGORITHM FOR PROCESSING SEISMIC EXPLORATION DATA[J];Chinese Journal of Geophysics;1985-01
8 GAO Feng; LI De-wu (Lanzhou railway college. Lanzhou 730070);EVALUATION OF DYNAMIC LOADING BY USING THE INVERSE ANALYSIS METHOD IN VIBRATION[J];Engineering Mechanics;1999-04
9 Zhong Yang; Liu Ji;Liu Qingquan(Harbin Architectural and Civil Engineering Institute)(The Ministry of Communications,Highway Research Institute);ANALYSIS OF RIGID PAVEMENT ON THE MULTIPLE LAYERED ELASTIC FOUNDATION USING SEMI-ANALYTICAL INFINITE LAYER METHOD[J];ENGINEERING MECHANICS;1995-04
10 Xiong Huanrong;The Application of the Falling Weight Deflectometer(FWD)in Strength Evaluation of the Subgrade and Flexible Pavement[J];Journal of Highway and Transportation Research and Development;1992-01
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved