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Influence of Ground Motion Duration on Damping Reduction Factor
26
Citations
18
References
2014
Year
EngineeringPassive Energy DissipationReduction FactorGeotechnical EngineeringSeismic AnalysisVibration IsolationEarthquake ForecastingGround MotionEarthquake EngineeringDamping Reduction FactorInduced SeismicityStructural Health MonitoringHarmonic ExcitationSeismologyCivil EngineeringEffective DurationGeomechanicsVibration ControlSeismic Hazard
This article investigates the influences of the effective ground motion duration (GMD) on damping reduction factor. The GMD are associated with 25 Chi-chi earthquake ground motion records and harmonic sine wave. The study shows that damping reduction factor decreases with the increasing of the damping ratio, and decreases with the increasing of the effective duration of the ground motion and the number of cycles of harmonic excitation. A nonlinear multiple regression analysis based on the statistical mean values of the present study is employed, and a modified damping reduction factor considering the effects of GMD is suggested.
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