MODELLING AND IDENTIFICATION OF MR DAMPER FOR SEMIACTIVE STIFFNESS DAMPER
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概要
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A semi-active stiffness damper has been shown to be effective in reducing structural responses against earthquake forces. This system uses a MR (magnetorheological) damper as a control device connected to the bracing frame. In order to take advantage of MR damper, a model must be developed to characterize the damper's nonlinear behavior. An experimental test has been conducted to obtain the data necessary for modelling MR damper through parametric identification. Simple and modified Bouc-Wen models are considered for modelling hysteretic systems. The response analysis results show that both models are effective in predicting the response of the MR damper.
- 一般社団法人日本機械学会の論文
著者
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Li Jianchun
Centre For Built Infrastructure Research Faculty Of Engineering University Of Technology Sydney
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Li Jianchun
Centre For Built Infrastructure Research University Of Technology Sydney
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Djajakesukma S.
Centre for Built Infrastructure Research, University of Technology Sydney
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Samali Bijan
Centre for Built Infrastructure Research, University of Technology Sydney
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Nguyen Hung
Faculty of Engineering, University of Technology Sydney
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Samali Bijan
Centre For Built Infrastructure Research Faculty Of Engineering University Of Technology Sydney
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Samali Bijan
Centre For Built Infrastructure Research University Of Technology Sydney
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Djajakesukma S.
Centre For Built Infrastructure Research University Of Technology Sydney
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Nguyen Hung
Faculty Of Engineering University Of Technology Sydney
関連論文
- MODELLING AND IDENTIFICATION OF MR DAMPER FOR SEMIACTIVE STIFFNESS DAMPER
- Performance of an Active Mass Driver System on a Five Storey Benchmark Model(Advances in Motion and Vibration Control Technology)
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- DAMPING ENHANCEMENT OF LIQUID COLUMN VIBRATION ABSORBERS BY USE OF ORIFICE PLATES
- FUZZY SLIDING MODE CONTROL OF A FIVE STOREY BENCHMARK MODEL EQUIPPED WITH ACTIVE MASS DRIVER (AMD)