Modelling and Characterizing a Concrete Gravity Dam for Fragility Analysis
Auteur(s): |
Segura Rocio L.
Bernier Carl Durand Capucine Patrick Paultre |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Infrastructures, décembre 2019, n. 4, v. 4 |
Page(s): | 62 |
DOI: | 10.3390/infrastructures4040062 |
Abstrait: |
Most gravity dams have been designed and built during the past century with methods of analysis that are now considered inadequate. In recent decades, knowledge of seismology, structural dynamics and earthquake engineering has greatly evolved, leading to the evaluation of existing dams to ensure public safety. This study proposes a methodology for the proper modelling and characterisation of the uncertainties to assess the seismic vulnerability of a dam-type structure. This study also includes all the required analyses and verifications of the numerical model prior to performing a seismic fragility analysis and generating the corresponding fragility curves. The procedure presented herein also makes it possible to account for the uncertainties associated with the modelling parameters as well as the randomness in the seismic solicitation. The methodology was applied to a case study dam in Eastern Canada, whose vulnerability was assessed against seismic events with characteristics established by the current safety guidelines. |
Copyright: | © 2019 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. |
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10723256 - Publié(e) le:
22.04.2023 - Modifié(e) le:
10.05.2023