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Seismic Response of Acceleration-Sensitive Non-Structural Components in Buildings

Auteur(s):

Médium: article de revue
Langue(s): en 
Publié dans: Buildings, , n. 1, v. 9
Page(s): 7
DOI: 10.3390/buildings9010007
Abstrait:

This paper aims at highlighting the main mechanical parameters controlling the behavior of the so-called ‘acceleration-sensitive' non-structural components (NSCs). The first reports a short review of the current state of knowledge and the critical issues dealing with the prediction of the seismic response of NSCs. Then, the paper presents the results of a numerical parametric analysis intended to capture the key features of the coupled dynamic response of a two-degree-of-freedom (2DOF) system supposed to be representative of both main structure and ‘non-structural' component (NSC). The main parameters controlling the dynamic response of NSCs emerge from this study, which could pave the way towards formulating more mechanically consistent relationships for evaluating the peak accelerations induced by seismic shakings on NSCs in buildings.

Copyright: © 2019 by the authors; licensee MDPI, Basel, Switzerland.
License:

Cette oeuvre a été publiée sous la license Creative Commons Attribution 4.0 (CC-BY 4.0). Il est autorisé de partager et adapter l'oeuvre tant que l'auteur est crédité et la license est indiquée (avec le lien ci-dessus). Vous devez aussi indiquer si des changements on été fait vis-à-vis de l'original.

  • Informations
    sur cette fiche
  • Reference-ID
    10324886
  • Publié(e) le:
    22.07.2019
  • Modifié(e) le:
    02.06.2021