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Analiza oštetljivosti i robusnosti višekatne armiranobetonske zgrade

Fragility and robustness analysis of a multistorey RC building

Auteur(s):

Médium: article de revue
Langue(s): en  hr 
Publié dans: Građevinar, , n. 1, v. 73
Page(s): 27-44
DOI: 10.14256/jce.3036.2020
Abstrait:

Testing noncohesive geogrid-reinforced soil in triaxial shear apparatus under cyclic loading

The robustness of a reinforced concrete (RC) five-storey building (frame system stiffened by walls) is analysed in the paper. A high ductility class structure is designed in accordance with structural Eurocodes. The response of the structure to eight different scenarios of the ground floor vertical element loss is analysed. Nonlinear Static Analysis (NSA) and Nonlinear Dynamic Analysis (NDA) methods are used for the robustness analysis. Fragility curves of the building are derived from statistical analysis of these results. The values obtained through NSA and NDA, damage limit states of the system, and fragility curves, are compared. The influence of the position of the removed element on robustness of the structure is also analysed.

Copyright: © 2021 Miloš Čokić, Radomir Folić
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
    10561002
  • Publié(e) le:
    10.02.2021
  • Modifié(e) le:
    19.02.2021