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《Journal of Wuyi University(Natural Science Edition)》 2001-01
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A Cyclic Analysis on Steel Plates with Damage

ZHENG Hong1 GU Qiang2 (1. Dept. of civil Eng:, Chang'an Univ., Xi'an 710061, China; 2. Xi'an Univ. o f Arch. Tech., Xi'an 710055, China)  
Based on the constitutive relation model of constructional steel with elasto- plastic anisotropic damage, the authors analyzed the hysteretic characte ristics of steel plates with four sides pinned by way of double nonlinear shell FEM, and advanced proposals on the width-thickness ratio of the steel plates reg ulated in GBJ17-88.
【Fund】: 国家自然科学基金资助项目!(59678030)
【CateGory Index】: TU391
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1 CHEN Rongyi1,SHEN Zuyan2(1.Guangzhou Construction Quality & Safety Supervision Station Guangzhou510030,China;2.Tongji University,Shanghai200092,China);Relationship between internal force and deformation of steel plane member considering cumulative damage effect under earthquake[J];Building Science Research of Sichuan;2002-04
2 LI Sheng-bo~1,WANG Jian-guo~1,XIE Hui-chuan~2 (1.Dept.of Barrack's Management Eng.,Chongqing400016,China; 2.Chongqing Communications College,Chongqing400035,China);Comprehensively evaluate the perfect grade of buildings using fuzzy theory combined AHP[J];Building Science Research of Sichuan;2004-01
3 Xue Suduo; Wang Jianning; Cao Zi; Zhang Yigang (College of Architecture and Civil Engineering, Beijing Polytechnic University, Beijing 100022 );Elastic-Plastic Seismic Response Analysis of Lattice Shells[J];Journal of Beijing Polytechnic University;2001-01
4 TANG Xue song JIANG Chi ping (Beijing University of Aeronautics and Astronautics, Dept. of Flight Vehicle Design and Applied Mechanics) ZHENG Jian long (Changsha Communications University, Dept. of Highway and Bridge Engineering);A General Theory for Elastic Damage[J];Journal of Beijing University of Aeronautics and Astronautics;2001-01
5 TANG Xue song 1, JIANG Chi ping 1, ZHENG Jian long 2 (1. Division 508, Dept. of Flight Vehicle Design and Applied Mechanics, Beijing University of Aeronautics and Astronautics, Beijing 100083, China; 2.Changsha Comm. Univ., Changsha 410076, China;Stress Strain Constitutive Relation and Damage Evolution Equation for Elastic Damaged Materials[J];JOURNAL OF CHANGSHA COMMUNICATIONS UNIVERSITY;1999-04
6 XUE Su-duo. CAO Zi, WANG Jian-ning (The College of Architecture and Civil Engineering, Beijing Polytechnic University. Beijing 100022. China);Elastic-plastic seismic response of single layer cylindrical lattice shells[J];Earthquake Engineering and Engineering Vibration;2002-01
7 GUO Haishan, QIAN Hongliang, SHEN Shizhao(Department of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China);Dynamic stability of single-layer reticulated domes under earthquake excitation[J];Earthquake Engineering and Engineering Vibration;2003-01
8 □ He Hao-xiang,Yan Wei-ming,Zhou Xi-yuan/Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100022,China;Performance-based Multiple Fuzzy Seismic Damage Assessment Method for Reinforced Concrete Frame Structures[J];Earthquake Resistant Engineering and Retrofitting;2006-01
9 WEI Li-de1,YANG Chun-he1,Xu Wei-ya2(1.Institute of Rock and Soil Mechanics,the Chinese Academy of Science,Wuhan 430071,China;2.Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China);A DAMAGE CONSTITUTIVE MODEL FOR ROCK WITH PLASTIC VOLUME STRAIN[J];Engineering Mechanics;2006-01
10 Zheng Hong (Changan University Xi'an 710061) Gu Qiang (Xi'an University of Architecture & Technology Xi'an 710055);ELASTO-PLASTIC STABILITY ANALYSIS OF WELDED BEAMS IN HIGH-RISE STEEL STRUCTURES WITH DAMAGE[J];Steel Construction;2001-02
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