Analysis on Energy-Consumption and Earthquake-Mitigation for a High-Rise Building Set Metal Yield Dampers

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Abstract:

Based on the mechanical properties of metal yield damper, high-rise residential building is implemented elastic-plastic response analysis for structure by using the nonlinear dynamic time-history analysis method under the effect of M8-class strong earthquake ,and judge performance level of structure and component. According to the elastic-plastic analysis results, put forward the improvement proposal for design to make the structure have the better resistance performance against the earthquake.

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1517-1521

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September 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Xu Shichang The optimum arrangement of shear plane with passive energy dissipation device of high-rise steel - mixed composite structures[master] [D].Shanghai: Tongji university,(2005)

Google Scholar

[2] Li Hongnan,Huo Linsheng. Multidimensional earthquake damping control of structure[M]. Beijing: Science Press,2008.3:233

Google Scholar

[3] Kelly J M.Skinner R I,Heine A J.Mechanisms of energy absorption in special devices for use in earthquake resistant structures [J].Bulletin of New Zealand National Society for Earthquake Engineering,1972,5(3):63-88.

DOI: 10.5459/bnzsee.5.3.63-88

Google Scholar

[4] Li Gang, Li Hongnan. Earthquake damping performance study of late-model mild steel dampers[J]. Journal of Vibration and Shock,2006,25(3):66-67

Google Scholar

[5] Soong T T.Dargush G F Passive Energy Dissipation Systems in Structural Engineering (1997)

Google Scholar

[6] Li Aiqun,Gao Zhenshi. The seismic resistance and disaster prevention of engineering structure[M].Nanjing: Southeast university press,2003.8

Google Scholar