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《Earthquake Resistant Engineering and Retrofitting》 2010-01
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Anti-seismic Reinforcement Research on the Additional Frame-shear Side of the Power Unit

Zhang Shao-wu,Gao Ke-feng,Fang Bo(School of Civil Engineering,Shenyang Architectural University,Shenyang 110168,China)  
Based on the principle of the added same deformation curve,the frame structure's seismic reinforcement is carried out by using the anti-lateral shear force unit,the seismic force function relationship between the original structure F(K1)and the reinforced structure F(K1+K2)(K1,K2,stand for the stiffness of the original structure and the reinforced structure)is established,and then the quantity of the reinforcement in the six-storey frame structure is calculated with the Matlab.On the basis of these,some proposals of reinforcement design from the structural ductility are put forward in this paper.
【CateGory Index】: TU746.3
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Chinese Journal Full-text Database 1 Hits
1 ZHU Jie-jiang, LU Xi-lin g, Tongji University, Shanghai,200092);Push-over analysis of a complex high-rise frame-shear wall structure[J];Earthquake Engineering and Engineering Vibration;2003-04
Chinese Journal Full-text Database 10 Hits
1 LU Linfeng1,ZHOU Xuhong2,ZHOU Tianhua1,LIU Yongjian1 (1.Chang'an University,Xi'an 710061,China;2.Lanzhou University,Lanzhou 730000,China);Calculation of internal forces and drift of staggered truss under lateral loads considering torsion[J];Sichuan Building Science;2009-03
2 LIU Xiao-sheng1, WU Li-hua2(1.Long Shan Chemicals Co.,LTD.,Hangzhou,310053,China;2.Second Engineering Department, Administration Managing Center of Public Welfare Project Construction,Hefei,230001,China);ANALOGUE EXPERIMENT OF VIBRATION TABLE FOR CONCRETE-CORE-BARREL STRUCTURE[J];Journal of Anhui Institute of Architecture;2004-06
3 ;高层建筑钢框架支撑形式的不同对其受力性能的影响[J];Anhui Architecture;2003-01
4 HE Zheng; OU Jin-ping,(School of Civil Engineering, Harbin University of Civil Engineering & Architecture, Harbin 150090, China);Seismic damage performance design of reinforced concrete structures based on improved capacity spectrum method[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;2000-02
5 OU Jin-ping, HE Zheng, Long Xu, WU Bin, Zou Xiang-yang (School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China);Seismic analysis and design for dining-room structure of Zhenrong middle school with energy dissipators Part Ⅱ: Seismic damage performance control design[J];Earthquake Engineering and Engineering Vibration;2001-01
6 HE Zheng OU Jin -ping (School of Civil Engineering. Harbin Institute of Technology. Harbin 150090, China;A simplified method of seismic damage analysis for reinforced concrete structures with passive energy dissipators[J];Earthquake Engineering and Engineering Vibration;2001-S1
7 ZHOU Ding-song, LU··Xi-ling, Tongji University, Shanghai 200092, China);Application of ductility demand spectra in performance-based seismic design[J];Earthquake Engineering and Engineering Vibration;2004-01
8 DENG Mingke,LIANG Xingwen,WANG Qinglin,CAI Dongyan (Key Lab of Strutural Engineering and Earthquake Resistance of Chinese Educational Ministry,Xi'an University of Architecture and Technology,Xi'an 710055,China);Research on calculating methods of story drift for reinforced concrete shear wall structures[J];Journal of Earthquake Engineering and Engineering Vibration;2008-03
9 YANG Wei1,OU Jinping1,2(1.Department of Urban & Civil Engineering,Shenzhen Graduate School,Harbin Institute of Technology,Shenzhen 518055,China;2.School of Civil & Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China);A simplified method for computing Park & Ang damage model based on energy concept[J];Journal of Earthquake Engineering and Engineering Vibration;2009-02
10 JIANG Nan1,WANG Zhen2 (1.Institute of Aeronautics and Astronautics,Tianjin University,Tianjin 300072,China;2.School of Civil Engineering,Tianjin University,Tianjin 300072,China);Elastoplastic analysis of composite wall plate structure with variable stiffness along height[J];Journal of Earthquake Engineering and Engineering Vibration;2009-03
【Secondary Citations】
Chinese Journal Full-text Database 4 Hits
1 ZHU Jiejiang1, LU·· Xilin1, RONG Baisheng2ing, Tongji University, Shanghai,2000922. Building Design and Research Institute of Guangdong Province, Guangzhou, 510000);Push-over analysis method and its application to RC tall building with complex structural type[J];Earthquake Engineering and Engineering Vibration;2003-02
2 Wang Yayong;Prospects for the Model Code fo Year 2000 for Seismic Design of Building in China[J];Building Structure;1999-06
3 YE Liaoyuan;PAN Wen (Yunnan Polytechnic University, Kunming 650051, China);The Principle of Nonlinear Static Analysis (Push-over) and Numerical Examples[J];JOURNAL OF BUILDING STRUCTURES;2000-01
4 YANG Pu;LI Yingmin;WANG Yayong;LAI Ming (1. Chongqing Jianzhu University, Chongqing 400045, China 2. China Academy of Building Research, Beijing 100013, China);A Study on Improvement of Push-over Analysis[J];JOURNAL OF BUILDING STRUCTURES;2000-01
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