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《Engineering Mechanics》 1993-01
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NONLINEAR SEISMIC RESPONSE ANALYSIS OF REINFORCED CONCRETE FRAME-WALL STRUCTURES UNDER STRONG EARTHQUAKE MOTIONS —I. Theory and Approach

Wang Jianping Zou Yinsheng He Fanglong (Hunan University)  
A method for analyzing the nonlinear seismic responses of R/C plane frame-wall structures subjected to strong earthquake motions is presented in this paper.The structure is idealized as an assemblage of prismatic members with two rigid zones at its ends.The effects of the interaction between axial force and bending moment in a member,slippage rotation at the ends of members due to the imperfect bond of reinforcing bars and the effects of P-A actions are all considered in this method.The numerical results show that the presented method and the programmed code are very effective both in computing CPU time and storage reguirement, and very satisfactory in explaining the earthquake hazards of building structures and predicting the possible damages of newly designed structures.
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【References】
Chinese Journal Full-text Database 4 Hits
1 XIAN Qiao-ling, ZHOU Fu-lin (Guangzhou University, Guangzhou 510405,China);Simulation analysis of quasi-static cyclic test for energy dissipation braced frame structures[J];Earthquake Engineering and Engineering Vibration;2002-02
2 Wang Jianping Zou Yinsheng He Fanglong (Hunan University);NONLINEAR ANALYSIS OF SEISMIC RESPONSE OF REINFORCED CONCRETE FRAME WALL STRUCTURES UNDER STRONG EARTHQUAKE MOTIONS ——Ⅱ. PROGRAM AND NUMERICAL EXAMPLES[J];Engineering Mechanics;1993-02
3 WANG Meng-fu; SHEN Pu-sheng (Department of Civil Engineering. Hunan University 410082);NONLINEAR DYNAMIC SEISMIC RESPONSE OF R/C FRAME-WALL STRUCTURE[J];Engineering Mechanics;1999-04
4 XUE Jianyang1,ZHAO Hongtie2 (l. Xi' an Jiaotong University, Xi' an 710049, China; 2. Xi' an University of Architecture and Technology, Xi, an 710055, China);Elastoplastic Analysis of Seismic Responses for Steel Reinforced Concrete Frame Model[J];JOURNAL OF BUILDING STRUCTURES;2000-04
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 HU Wen fa 1,ZHU Bo long 2,HUANG Ding ye 2 (1.Department of Construction Management and Real Estate,Tongji University,Shanghai 200092,China; 2.College of Civil Engineering,Tongji University,Shanghai 200092,China);Nonlinear analysis of damaged concrete shear walls[J];BUILDING SCIENCE RESEARCH OF SICHUAN;2000-02
2 Zhang(Institute of Engineering Mechanics, Academia Sinica);ELASTO-PLASTIC DYNAMIC RESPONSE OF FRAMES TO MULTI-DIMENSIONAL GROUND MOTION[J];Earthquake Engineering and Engineering Vibration;1983-01
3 Feng Shiping Shen Jumin(Tsinghua University);COLLAPSE EARTHQUAKE RESPONSES OF REINFORCED CONCRETE FRAME STRUCTURES[J];Earthquake Engineering and Engineering Vibration;1989-01
4 Du Hongbiao Shen Jumin.(Duparlmont of Civil Engineering, Tsiagkua University);NONLINEAR ANALYSIS OF R.C. COLUMNS UNDER ARBITRARY LOADING PATHS[J];Earthquake Engineering and Engineering Vibration;1990-03
5 Ou Jinping Niu Ditao Wang Guangyuan(Harbin Architectural and Civil Engineering Institute);FUZZY DYNAMICAL RELIABILITY ANALYSIS AND DESIGN OF MULTI-STOREY NONLINEAR ASEISMIC STEEL STRUCTURES[J];Earthquake Engineering and Engineering Vibration;1990-04
6 Sun Jingjiang Jiang Jinren(Institute of Engineering Mechanics, State Sf.ismological Bureau);STOCHASTIC SEISMIC RESPONSE AND RELIABILITY ANALYSIS OF HYSTERETIC FRAME-SHEAR WALL STRUCTURES[J];Earthquake Engineering and Engineering Vibration;1992-02
7 Cao Wanlin Wang Guangyuan Ou Jinping(Harbin Umiversity of Architecture and Engineering)Wu Jianyou Wei Wenxiang(Hebei Institute of Technology);STUDY ON EARTHQUAKE RESISTANT DESIGN OF THE FRAME WITH SPECIAL SHAPED REINFORCED CONCRETE COLUMN[J];Earthquake Engineering and Engineering Vibration;1994-01
8 Cao Wanlin Wang Guangyuan Ou Jinping(Harbin University of Architecture and Engineering)Wei Wenxiang Wu Jianyou(Hebei Institute of Technology);BEHAVIORS OF R. C. " + " SHAPE COLUMNS UNDER CYCLIC LOADING[J];Earthquake Engineering and Engineering Vibration;1994-03
9 Yang Yucheng,Huang Haohua,Sun Jingjiang (Institute of Engineering Mechanics,State Seismological Bureau,Harbin 150080,China) Lu Xilei (Tianjin Institute of Construction Material Design,Tianjin 300000 ,China);SHAKING TABLE TEST STUDY OF RC FRAME MODEL WITH HETERO-COLUMNS AND DIAGONAL BRACES[J];Earthquake Engineering and Engineering Vibration;1995-01
10 Cao Wanlin (Hebei Institute of Technology,Hebei 300132,China) Wang Guangyuan (Harbin University of Architecture and Engineering,Harbin 150006,China) Wu Jianyou Wei Wenxiang (Hebei Institute of Technology,Hebei 300132,China);BEHAVIOR OF "L" SHAPE COLUMN UNDER DIFFERENT DIRECTIONAL CYCLIC LOADING[J];Earthquake Engineering and Engineering Vibration;1995-01
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 Yan Xinghua,Su Zhihong,Zhu Qingfeng(School of Civil and Traffic Engineering,Beijing 100044);Summarization of Steel-concrete Mixed Structures in Elasto-plastic Dynamic Analysis[J];Journal of Beijing Institute of Civil Engineering and Architecture;2006-03
2 Wang Mengfu,Wang Rui (Faculty of Civil Engineering,Hunan University,Changsha 410082,China);Study on displacement-based pushover procedure[J];Earthquake Engineering and Engineering Vibration;2006-05
3 CHU Liusheng1,BAI Guoliang2 (1.School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China;2.School of CivilEngineering,Xi'an University of Architecture and Technology,Xi'an 710055,China);Pushover analysis of steel reinforced concrete frame[J];Journal of Earthquake Engineering and Engineering Vibration;2009-02
4 JI Jing,ZHENG Wen-zhong(Shool of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China);DISCUSSION ON RESTORING FORCE MODELS OF PRESTRESSED STEEL REINFORCED CONCRETE FRAME[J];Low Temperature Architecture Technology;2008-01
5 CHEN Jian-yun~(1,2),LI Jing~2,FANG Ming-ji~2(1.State Key Lab.of Coastal and Offshore Engng.Dalian University of Technology,Dalian 116024,China;2.Tongji University,Shanghai 200092,China);Analysis of Nonlinear Earthquake Destroy of Highrise RC Frame-Core Tube Building Based on MS Element Model[J];Journal of Disaster Prevention and Mitigation Engineering;2006-02
6 XIAO Ming-kui,MA Zhan-jie(College of Civil Engineering,Chongqing University,Chongqiang 400030,China);Improved Modal Capacity Spectrum Method for Estimating Seismic Performance of Structures[J];Journal of Chongqing University(Natural Science Edition);2007-02
7 Wang Haibuo et al.(3);Nonlinear Seismic Response Analysis of Shear Wall Structures with Opening Holes[J];EARTHQUAKE RESISTANT ENGINEERING;2000-03
8 Cao Xiao-yun,Ma Hong-wang(School of Civil Engineering,Shanghai Jiaotong Univesity,Shanghai 200240,China);A Simplified Method to Determine the Elastic Reaction of RC Frame Structures under Ground Motion[J];Earthquake Resistant Engineering and Retrofitting;2008-03
9 LI Sheng-cai (School of Civil Engineering, Huaqiao University, Quanzhou, Fujian 362021, China);SIMPLIFIED MODEL AND METHOD FOR STRENGTH CALCULATION OF THE COMPOSITE SHEAR WALL PANEL WITH HIDDED FRAME[J];Engineering Mechanics;2007-12
10 Zhang Yuhui Zhao Zhonghu Ju Yang(Lab of Fracture & Damage Mechanics of Rocks & Concrete,China University of Mining & Technology Beijing 100083);NUMERICAL SIMULATION OF COLLAPSE OF RC FRAME UNDER EARTHQUAKE LOADS[J];Industrial Construction;2004-03
China Proceedings of conference Full-text Database 1 Hits
1 Wang Tiecheng~1 Ji Feixiang~(*1) Du chen (1.School of Civil Engineering,Tianjin University,Tianjin 300072,China);Experimental Research on Wide Flange L-Shaped Section Columns Subjected to Cyclic Loading[A];[C];2007
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