The work presents some preliminary results of experimental tests performed on a Helical Wire Rope Isolator (HWRI), to the aim of describing the dynamic behavior of the metal isolation device, without pre-load and under the effect of a vertical pre-load, for different displacement amplitudes. During the dynamic tests, the testing machine allows to apply a vertical displacement or load history to the tested device, subjected to a constant vertical pre-load. The dynamic behavior of the tested device depends on the applied displacement amplitude: the HWRI displays an asymmetric behaviour, i.e. a different response when it is subjected to compression or tension; in the latter case, it shows an hardening effect for larger displacements. Moreover, the experimental tests make clear that the application of a vertical pre-load determines a different behaviour in Compression vs. Tension, with slightly variable damping properties. In order to simulate the dynamic behavior of the HWRIs in Compression-Tension direction, a nonlinear model is proposed, that is validated by comparing the experimental hysteresis loops obtained during cyclic tests with those predicted analytically.

Seismic isolation of lightweight structures through Wire Rope devices: Preliminary experimental results and simulation / Spizzuoco, M.; Serino, G.. - (2021). (Intervento presentato al convegno 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering tenutosi a Athens (Greece) nel 28-30 June 2021).

Seismic isolation of lightweight structures through Wire Rope devices: Preliminary experimental results and simulation

M. Spizzuoco;G. Serino
2021

Abstract

The work presents some preliminary results of experimental tests performed on a Helical Wire Rope Isolator (HWRI), to the aim of describing the dynamic behavior of the metal isolation device, without pre-load and under the effect of a vertical pre-load, for different displacement amplitudes. During the dynamic tests, the testing machine allows to apply a vertical displacement or load history to the tested device, subjected to a constant vertical pre-load. The dynamic behavior of the tested device depends on the applied displacement amplitude: the HWRI displays an asymmetric behaviour, i.e. a different response when it is subjected to compression or tension; in the latter case, it shows an hardening effect for larger displacements. Moreover, the experimental tests make clear that the application of a vertical pre-load determines a different behaviour in Compression vs. Tension, with slightly variable damping properties. In order to simulate the dynamic behavior of the HWRIs in Compression-Tension direction, a nonlinear model is proposed, that is validated by comparing the experimental hysteresis loops obtained during cyclic tests with those predicted analytically.
2021
Seismic isolation of lightweight structures through Wire Rope devices: Preliminary experimental results and simulation / Spizzuoco, M.; Serino, G.. - (2021). (Intervento presentato al convegno 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering tenutosi a Athens (Greece) nel 28-30 June 2021).
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11588/987650
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