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- W2331286889 abstract "This paper presents the numerical results of a semi-active tuned mass damper (STMD) attached to a three-storey building in reducing the response of the structure to harmonic and earthquake excitations. Uncertainties in dynamic characteristics of a structure as well as the frequency content and intensity of the excitation may cause a deterioration of the performance of the passive tuned mass damper (TMD). For these reason a semiactive tuned mass damper with variable damping (linear) is studied. The simulation of the semi-active clipping control strategy is performed in order to select an optimal semiactive damping for improving the performance of the TMD. In addition, this paper shows the STMDs are enough effective to diminish the vibrations induced by harmonic loads and earthquakes." @default.
- W2331286889 created "2016-06-24" @default.
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- W2331286889 date "2014-06-20" @default.
- W2331286889 modified "2023-09-23" @default.
- W2331286889 title "EFFECT OF SEMI-ACTIVE TUNED MASS DAMPER TO CONTROL VIBRATIONS OF A THREE-STOREY BUILDING" @default.
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- W2331286889 doi "https://doi.org/10.5593/sgem2014/b11/s5.059" @default.
- W2331286889 hasPublicationYear "2014" @default.
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