Parametric control of structural responses using an optimal passive tuned mass damper under stationary Gaussian white noise excitations

In this study, the structural control strategy utilizing a passive tuned mass damper (TMD) system as a seismic damping device is outlined, highlighting the parametric optimization approach for displacement and acceleration control. The theory of stationary random processes and complex frequency resp...

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Bibliographic Details
Published inFrontiers of Structural and Civil Engineering Vol. 6; no. 3; pp. 267 - 280
Main Authors CHEY, Min-Ho, KIM, Jae-Ung
Format Journal Article
LanguageEnglish
Published Heidelberg Higher Education Press 2012
SP Higher Education Press
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Summary:In this study, the structural control strategy utilizing a passive tuned mass damper (TMD) system as a seismic damping device is outlined, highlighting the parametric optimization approach for displacement and acceleration control. The theory of stationary random processes and complex frequency response functions are explained and adopted. For the vibration control of an undamped structure, the optimal parameters of a TMD, such as the optimal tuning frequency and optimal damping ratio, to stationary Gaussian white noise acceleration are investigated by using a parametric optimization procedure. For damped structures, a numerical searching technique is used to obtain the optimal parameters of the TMD, and then the explicit formulae for these optimal parameters are derived through a sequence of curve-fitting schemes. Using these specified optimal parameters, several different controlled responses are examined, and then the displacement and acceleration based control effectiveness indices of the TMD are examined from the view point of RMS values. From the viewpoint of the RMS values of displacement and acceleration, the optimal TMDs adopted in this study shows clear performance improvements for the simplified model examined, and this means that the effective optimization of the TMD has a good potential as a customized target response-based structural strategy.
Bibliography:passive control
white noise
earthquake excitation
tuned mass damper
Document received on :2012-02-19
Document accepted on :2012-05-27
parametric optimization
ISSN:2095-2430
2095-2449
1673-7512
DOI:10.1007/s11709-012-0170-x