Damping reduction factor plays a central role both in scientific literature and seismic codes, but still now proposed formulations show a quite large scatter. The main goal of the present work is to explore a new definition of the damping reduction factor. The concept of stochastic response spectrum is adopted in order to predict the earthquake response of a linear SDoF system, on the basis of the random vibration theory for non-stationary process. The peak of the response of a SDoF system under a non-stationary stochastic process is used to define the stochastic displacement spectrum. The damping reduction factor is thus evaluated as the ratio between the maximum displacement of systems with a given damping and a conventional one subject to the same earthquake.

Influence of soil type on damping reduction factor: A stochastic analysis based on peak theory / Briseghella, Bruno. - In: SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. - ISSN 0267-7261. - 104:(2018), pp. 365-368. [10.1016/j.soildyn.2017.10.020]

Influence of soil type on damping reduction factor: A stochastic analysis based on peak theory

briseghella
2018

Abstract

Damping reduction factor plays a central role both in scientific literature and seismic codes, but still now proposed formulations show a quite large scatter. The main goal of the present work is to explore a new definition of the damping reduction factor. The concept of stochastic response spectrum is adopted in order to predict the earthquake response of a linear SDoF system, on the basis of the random vibration theory for non-stationary process. The peak of the response of a SDoF system under a non-stationary stochastic process is used to define the stochastic displacement spectrum. The damping reduction factor is thus evaluated as the ratio between the maximum displacement of systems with a given damping and a conventional one subject to the same earthquake.
2018
104
365
368
Influence of soil type on damping reduction factor: A stochastic analysis based on peak theory / Briseghella, Bruno. - In: SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. - ISSN 0267-7261. - 104:(2018), pp. 365-368. [10.1016/j.soildyn.2017.10.020]
Briseghella, Bruno
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11380/1287273
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