Knowledge of the damping properties of a structure is of fundamental importance to success-fully simulate its response to a given citation. Even when the structure response is highly non-linear, still a small mount of viscous damping is normally introduced in the numerical model to ameliorate the simplification associated with current cyclic aterial laws. This paper presents the assessment of the damping associated with small amplitude oscillations for a shear wall specimen tested in the non-linear range on a shaking table. The results allow for a better numerical simulation of the structural response.

Damping Estimation of Camus 1 Specimen through OMA

MARTINELLI, LUCA
2009-01-01

Abstract

Knowledge of the damping properties of a structure is of fundamental importance to success-fully simulate its response to a given citation. Even when the structure response is highly non-linear, still a small mount of viscous damping is normally introduced in the numerical model to ameliorate the simplification associated with current cyclic aterial laws. This paper presents the assessment of the damping associated with small amplitude oscillations for a shear wall specimen tested in the non-linear range on a shaking table. The results allow for a better numerical simulation of the structural response.
2009
Proceedings of the 3rd International Operational Modal Analysis Conference
9788896225165
Operational Modal Analysis; Damping; Estimation; Camus I
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11311/566133
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