Some aspects of floor spectra of 1DOF nonlinear primary structures - CEA - Commissariat à l’énergie atomique et aux énergies alternatives Access content directly
Journal Articles Journal of earthquake engineering and structural dynamics Year : 2007

Some aspects of floor spectra of 1DOF nonlinear primary structures

Abstract

In this paper the influence of the nonlinear behaviour of the primary structure on floor spectra is investigated by means of simple models. The general trends of floor spectra for different types of nonlinear behaviour of one degree of freedom (1DOF) primary structure are shown and we point out their common futures and their differences. A special attention is given to the cases of elastoplastic and nonlinear elastic behaviours and methods to determine an equivalent linear oscillator are proposed. The properties (frequency and damping) of this equivalent linear oscillator are quite different from the properties of equivalent linear oscillators commonly considered in practice. In particular, in the case of elastoplastic behaviour, there is no frequency shift and damping is smaller than assumed by other methods commonly used. In the case of nonlinear elastic behaviour, the concept of an equivalent frequency which is a random variable is used. Finally, a design floor spectrum of primary structures, exhibiting energy dissipating nonlinear behaviour is proposed.
Fichier principal
Vignette du fichier
200600006792.pdf (357.29 Ko) Télécharger le fichier
Origin : Files produced by the author(s)
Loading...

Dates and versions

cea-02355368 , version 1 (02-12-2019)

Identifiers

Cite

Ioannis Politopoulos, Cyril Feau. Some aspects of floor spectra of 1DOF nonlinear primary structures. Journal of earthquake engineering and structural dynamics, 2007, 36 (8), pp.975-993. ⟨10.1002/eqe.664⟩. ⟨cea-02355368⟩

Collections

CEA DEN
35 View
127 Download

Altmetric

Share

Gmail Facebook Twitter LinkedIn More