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《Journal of Earthquake Engineering and Engineering Vibration》 2008-01
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Performance-based seismic design for structures with viscoelastic dampers

HAN Jianping1,2,YAN Ru3,LI Hui1(1.Institute of Earthquake Protection and Disaster Mitigation,Lanzhou University of Technology,Lanzhou 730050,China;2.Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China;3.Wuxi Jiuyu Architectrual Design Co.,LTD,Wuxi 214432,China)  
According to the characteristics of viscoelastic damper(VED) and the requirements of the seismic code,the elastic and inelastic demand spectra are proposed respectively.The former is based on the simplified formulas of equivalent damping ratio and the response spectrum of the code.The latter is based on the modified R_μ-μ-T relationship proposed by Vidic.Furthermore,the performance-based approach using capacity spectrum method is presented for analyzing the buildings with VEDs and higher mode effects can be considered by virtue of modal pushover analysis.Finally,the analyses of an eight-storey reinforced concrete frame with or without VED are performed under two performance levels.The first level is that the building has no damage under moderate earthquakes and the second one is that the building is repairable under rarely occurring earthquakes.The results indicate that the proposed approach is viable and effective for performance evaluation of buildings with VEDs.
【Fund】: 甘肃省自然科学基金项目(ZS011-A25-018-G);; 甘肃省建设科技攻关项目(JK2005-7)
【CateGory Index】: TU352.1
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【Citations】
Chinese Journal Full-text Database 5 Hits
1 ZHUO Wei-dong, FAN Li-chu (College of Civil Engineering and Architecture, Fuzhou University, Fuzhou 350002, China; State Key Laboratory for Disaster Reduction in Civil Engineering at Tongji University, Shanghai 200092, China);On strength reduction factors used for seismic design of structures[J];Earthquake Engineering and Engineering Vibration;2001-01
2 LI Ying-bin LIU Bo-quan SHI Qing-xuan (1. Xi'an University of Architecture & Technology. Xi'an 710055. China; 2. Chang'an University, Xi'an 710064, China);Research and development of performance-based seismic design theory[J];Earthquake Engineering and Engineering Vibration;2001-04
3 Han Jian-ping~(1,2),Yan Ru~1,Du Yong-feng~1(1.Institute of Earthquake Protection and Disaster Mitigation,Lanzhou Univ.of Tech,Lanzhou 730050,China;2.Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China);Capacity Spectrum Method for Structures with Viscoelastic Dampers[J];Earthquake Resistant Engineering and Retrofitting;2006-06
4 Zhou Yun(Harbin Institute of Technology, Harbin 150001; South China Construction University, Guangzhou 510405)Deng Xuesong(South China Construction University, Guangzhou 510405)Huang Wenhu(Harbin Institute of Technology, Harbin 150001);SEISMIC DESIGN PRINCIPLES AND METHODS FOR STRUCTURE WITH ENERGY DISSIPATORS[J];World Information On Earthquake Engineering;1998-04
5 HAN Jian-ping LI Hui DU Yong-feng(Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Science and Technology, Lanzhou 730050, China);Practical seismic analysis of reinforced concrete structures with viscoelastic dampers[J];World Information On Earthquake Engineering;2005-01
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Luo Qifeng(Institute of Structural Theory,Tongji University,Shanghai 200092,China);PROBABILITY-CONSISTENT SCENARIO EARTHQUAKE AND ITS DETERMINATION[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1996-03
2 Ou Jinping Wu Bin Long Xu(Harbin University of Architecture and Civil Engineering, Harbin 150001, China);ASEISMIC DESIGN METHODS OF PASSIVE ENERGYDISSIPATION SYSTEMS[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1998-02
3 Xie Xiaojian Jiang Yongsheng Liang Shuting Xu Wei (College of Civil Engineering, Southeast University, Nanjing 210096);Review of the Development of the Performance-Based Seismic Design Theory[J];JOURNAL OF SOUTHEAST UNIVWRSITY(NATURAL SCIENCE EDITION);2000-04
4 Guo Zixiong et al.;Suggestions on the examination of Elasto plastic Interstory Drift of R C.Structures under Maximum Considered Earthquake[J];EARTHQUAKE RESISTANT ENGINEERING;1999-01
5 Gui Guoqing He Yu'ao (Tianjin Universiiy);A MODAL SUPERPOSITION PSEUDO-FORCE METHOD FOR DYNAMIC ANALYSIS OF NON-PROPORTIONALLY DAMPED LINEAR SYSTEMS[J];Engineering Mechanics;1992-02
6 Wang Guangyuan;Lu Dagang;Optimum Design of Aseismic Structures Based on Optimal Fortification Intensity and Damage Performance[J];JOURNAL OF HARBIN UNIVERSITY OF CIVIL ENGINEERING AND ARCHITECTURE;1999-05
7 Liu Ji; Zhou Yun;State-of-The Art and State-of-The Practice in Earthquake Response Control of Structures (Ⅰ)[J];JOURNAL OF HARBIN UNIVERSITY OF CIVIL ENGINEERING AND ARCHITECTURE;1995-04
8 Liu Ji Chen Yueming;State-of-the Art of Seismic Response of Structures with Added Viscoelastic Dampers[J];JOURNAL OF HARBIN UNIVERSITY OF CIVIL ENGINEERING AND ARCHITECTURE;1998-05
9 Wang Yayong;Prospects for the Model Code fo Year 2000 for Seismic Design of Building in China[J];Building Structure;1999-06
10 Shunsuk Otani;Japanese Development of Performance-based Design Technology[J];Building Structure;2000-06
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