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Seismic Fragility of Tall Concrete Wall Structures in Malaysia under Far-Field Earthquakes

Autor(en):



Medium: Fachartikel
Sprache(n): en 
Veröffentlicht in: The Open Civil Engineering Journal, , n. 1, v. 13
Seite(n): 140-146
DOI: 10.2174/1874149501913010140
Abstrakt: Introduction:

In recent years, the seismic vulnerability of structures in Malaysia has attracted the attention of researchers mainly because the majority of existing structures have not been designed for seismic actions. In this study, seismic vulnerability of tall concrete wall buildings has been investigated through the development of seismic fragility curves.

Methods:

Two 25-story tall buildings with similar plans but with the different number of parking levels were analyzed through the incremental dynamic analysis. The tall buildings were excited by 15 far-field earthquakes, and their inter-story drift demands and capacities were estimated. Nonlinear response of beams and columns was simulated through the lumped plasticity model. The inelastic response of concrete walls was taken into account through the use of distributed plasticity fibre-based elements.

Results and Conclusion:

The obtained results indicated that the probability of exceeding minor damage to the tall concrete wall buildings located in the Kuala Lumpur city was around 55%. However, the probability of collapse of these structures in the same city was less than 15%.

Copyright: © 2019 Siti Aisyah et al.
Lizenz:

Dieses Werk wurde unter der Creative-Commons-Lizenz Namensnennung 4.0 International (CC-BY 4.0) veröffentlicht und darf unter den Lizenzbedinungen vervielfältigt, verbreitet, öffentlich zugänglich gemacht, sowie abgewandelt und bearbeitet werden. Dabei muss der Urheber bzw. Rechteinhaber genannt und die Lizenzbedingungen eingehalten werden.

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    Datenseite
  • Reference-ID
    10380658
  • Veröffentlicht am:
    18.11.2019
  • Geändert am:
    22.11.2019