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《Earthquake Engineering and Engineering Vibration》 2006-06
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Analysis and evaluation of one dimensional dynamic nonlinear constitutive relation of soil

Chen Xueliang~(1),Jin Xing~(1,2,3,4),Tao Xiaxin~(1,5),Kang Lanchi~(4)(1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;2.Earthquake Administration of Fujian Province,Fuzhou 350003,China;3.School of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;4.School of Civil Engineering,Fuzhou University,Fouzhou 350002;5.School of Civil Engineering,Harbin Institute of Technology,Harbin 150008,China)  
One-dimensional dynamic nonlinear constitutive relation of soil is the key to numerical method and dynamic response of site and foundation.Firstly,the development and research advancement are reviewed and summarized.Then,the central problemg,which are analysis methods,application rules from equal amplitude cyclic load process to irregular load,equivalent methods of test hysteretic damping,curve shapes of hysteretic constitutive etc.are analyzed.The advantages and disadvantages of the models are compared with each other,and the current research results are introduced especially.Finally,existing problems are pointed out and the problems,which need to be studied in future,are suggested.
【Fund】: 地震科学联合基金项目(604036);; 地震科学联合基金项目(105034)
【CateGory Index】: TU435
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【References】
Chinese Journal Full-text Database 1 Hits
1 WANG Xiang-yu1,LIU Hua-bei2,SONG Er-xiang1 (1.Department of Civil Engineering,Tsinghua University,Beijing 100084,China;2.Department of Civil Engineering,City University of New York,New York 10031, USA);A practical and unified elastoplastic-viscoplastic model of soils[J];Journal of Hohai University(Natural Sciences);2009-02
【Citations】
Chinese Journal Full-text Database 8 Hits
1 Wang Zhiliang, Hart Qingyu (General Research Institute of Building and Construction, Ministry of Metallurgical Industry);ANALYSIS OF WAVE PROPAGA TION FOR THE SITE SEISMIC RESPONSE, USING THE VISCOELASTOPLASTIC MODEL[J];Earthquake Engineering and Engineering Vibration;1981-01
2 Li Xiaojun Liao Zhenpeng(Institute of Engineering Mechanics, State Seismological Bureau);VISCO-ELASTO-PLASTIC MODEL OF SOIL STRESS -STRAIN RELATIONSHIP[J];Earthquake Engineering and Engineering Vibration;1989-03
3 Luan Maotian(Department of Civil Engineering, DalianUniversity of Technology);RAMBERG-OSGOOD CONSTITUTIVE MODEL WITH VARIABLE PARAMETERS FOR DYNAMIC NONLINEAR ANALYSIS OF SOILS[J];Earthquake Engineering and Engineering Vibration;1992-02
4 Li Xiaojun Liao Zhenpeng Zhang Kexu(Institute of Engineering Mechanics,SSB);A FUNCTIONAL FORMULA OF DYNAMIC SKELETON CURVE TAKING ACCOUNT OF DAMPING EFFECT[J];Earthquake Engineering and Engineering Vibration;1994-01
5 Zhang Kexu (Harbin University of Architecture and Engineering. Harbin) Li Mingzai Wang Zhikun ( Institute of Engineering Mechanics, SSB, Harbin);DYNAMIC ELASTIC-PLASTIC MODELS OF SOILSBASED ON NON-MANSING'S RULE[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1997-02
6 Luan Maotian (Research Institute of Engineering Mechanics, DUT) Lin Gao (Dept. of Civil Engineering, DUT);Semi-analytical and semi-discrete procedure for constructing nonlinear hysteretic constitutive model of soils[J];Journal of Dalian University of Technology;1992-06
7 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
8 Luan Maotian Lin Gao (Dept. of Civil engineering, Dalian University of Technology, Dalian 116024);COMPUTATIONAL MODEL FOR NONLINEAR ANALYSIS OF SOIL SITE SEIMIC RESPONSE[J];Engineering Mechanics;1992-01
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 LI Xin-le, ZHU Xi (School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China);Velocity Pulse for Near-Fault Ground Motions and Its Effect on Seismic Response of Pier[J];Journal of Northern Jiaotong University;2004-01
2 Wang Zhiliang, Hart Qingyu (General Research Institute of Building and Construction, Ministry of Metallurgical Industry);ANALYSIS OF WAVE PROPAGA TION FOR THE SITE SEISMIC RESPONSE, USING THE VISCOELASTOPLASTIC MODEL[J];Earthquake Engineering and Engineering Vibration;1981-01
3 Yang Baipo and Liao Zhenpeng (Institute of Engineering Mechanics, State Seismological Bureau);FINITE ELEMENT METHOD FOR SOIL-STRUCTURE INTERACTION AND ITS ENGINEERING APPLICATION[J];Earthquake Engineering and Engineering Vibration;1986-04
4 Li Xiaojun Liao Zhenpeng(Institute of Engineering Mechanics, State Seismological Bureau);VISCO-ELASTO-PLASTIC MODEL OF SOIL STRESS -STRAIN RELATIONSHIP[J];Earthquake Engineering and Engineering Vibration;1989-03
5 Luan Maotian(Department of Civil Engineering, DalianUniversity of Technology);RAMBERG-OSGOOD CONSTITUTIVE MODEL WITH VARIABLE PARAMETERS FOR DYNAMIC NONLINEAR ANALYSIS OF SOILS[J];Earthquake Engineering and Engineering Vibration;1992-02
6 Liao Heshan Xu Zhixin(Tongji University);NONLINEAR EARTHQUAKE RESPONSES OF ONE DIMENSIONAL SOIL STRATA[J];Earthquake Engineering and Engineering Vibration;1992-04
7 Li Xiaojun Liao Zhenpeng Du Xiuli(Institute of Engineering Mechanics,SSB);AN EXPLICIT FINITE DIFFERENCE METHOD FOR VISCOELASTIC DYNAMIC PROBLEM[J];Earthquake Engineering and Engineering Vibration;1992-04
8 Li Xiaojun Liao Zhenpeng Zhang Kexu(Institute of Engineering Mechanics,SSB);A FUNCTIONAL FORMULA OF DYNAMIC SKELETON CURVE TAKING ACCOUNT OF DAMPING EFFECT[J];Earthquake Engineering and Engineering Vibration;1994-01
9 XIE Li-li; LI Sha-bai;; ZHANG Wen-bo (Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China; BeijingSeimological Bureau. Beijing 100039, China);A three dimensional array for site effects on strong ground motion[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-02
10 YUAN Xiaoming;SUN Rui; SUN Jing; MENG Shang-jiu; SHI Zhao-ji (Instutute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China);Laboratory experimental study on dynamic shear modulus ratio and damping ratio of soils[J];Earthquake Engineering and Engineering Vibration;2000-04
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Wang Zhiliang, Hart Qingyu (General Research Institute of Building and Construction, Ministry of Metallurgical Industry);ANALYSIS OF WAVE PROPAGA TION FOR THE SITE SEISMIC RESPONSE, USING THE VISCOELASTOPLASTIC MODEL[J];Earthquake Engineering and Engineering Vibration;1981-01
2 Fu Shengcong Jiang Jingbei (Chinese Academy of Building Research);USING IWAN MODEL FOR SITE DYNAMIC RESPONSE ANALYSIS[J];Earthquake Engineering and Engineering Vibration;1984-03
3 Liao Zhenpeng(Institute of Engineering Mechanics, State Seismological Bureau);SEISMIC MICROZONATION IN CHINA[J];Earthquake Engineering and Engineering Vibration;1987-01
4 Li Xiaojun Liao Zhenpeng(Institute of Engineering Mechanics, State Seismological Bureau);VISCO-ELASTO-PLASTIC MODEL OF SOIL STRESS -STRAIN RELATIONSHIP[J];Earthquake Engineering and Engineering Vibration;1989-03
5 Luan Maotian(Department of Civil Engineering, DalianUniversity of Technology);RAMBERG-OSGOOD CONSTITUTIVE MODEL WITH VARIABLE PARAMETERS FOR DYNAMIC NONLINEAR ANALYSIS OF SOILS[J];Earthquake Engineering and Engineering Vibration;1992-02
6 Luan Maotian (Research Institute of Engineering Mechanics, DUT) Lin Gao (Dept. of Civil Engineering, DUT);Semi-analytical and semi-discrete procedure for constructing nonlinear hysteretic constitutive model of soils[J];Journal of Dalian University of Technology;1992-06
7 MEN FU-LU (Institute of Engineering Mechanics, Academia Sinica);PROBLEMS OF WAVE PROPAGATION IN POROUS,FLUID-SATURATED MEDIA[J];Chinese Journal of Geophysics;1981-01
8 Luan Maotian Lin Gao (Dept. of Civil engineering, Dalian University of Technology, Dalian 116024);COMPUTATIONAL MODEL FOR NONLINEAR ANALYSIS OF SOIL SITE SEIMIC RESPONSE[J];Engineering Mechanics;1992-01
9 Dong Cong;He Qing-Zhi Beijing University of Aeronauties and Astronautics;DESCRIPTION AND DISCUSSION ON BIFURCATION AND CHAOS IN EVOIUTION OF MICROCRACK[J];ADVANCES IN MECHANICS;1994-01
10 Xie Heping (Instite of Fractal Mechanics,China University of Min. & Tech). Beijing 100083 Laboratory for Nonlinear Mechanics of Continuous Media。(Institute of Mechanics, CAS), Beijing 100080;MATHEMATICAL FOUNDATION OF FRAVTAL MECHANICS[J];ADVANCES IN MECHANICS;1995-02
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