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Seismic Deformations of Taller Reinforced Concrete Shear Walls Located in Eastern Canada

Armin Sadeghian

PhD thesis (2018)

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Cite this document: Sadeghian, A. (2018). Seismic Deformations of Taller Reinforced Concrete Shear Walls Located in Eastern Canada (PhD thesis, École Polytechnique de Montréal). Retrieved from https://publications.polymtl.ca/3117/
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Abstract

RÉSUMÉ Les systèmes de murs de refend en béton armé font partie des systèmes structuraux les plus couramment utilisés pour résister aux charges sismiques. L'utilisation de murs de refend dans la conception parasismique est répandue en raison de leur rigidité élevée et la facilité de construction. Ce système est encore plus avantageux pour les bâtiments de grande hauteur, car il est plus critique d'offrir un niveau de rigidité acceptable pour de telles structures.----------ABSTRACT Reinforced concrete shear wall systems are one of the most commonly used structural system to resist seismic loads. The use of shear walls in seismic design is widespread because of their relatively high stiffness and their ease of construction. Shear wall system is even more beneficial for taller buildings because providing an appropriate level of stiffness for such structures is critical.

Open Access document in PolyPublie
Department: Département des génies civil, géologique et des mines
Dissertation/thesis director: Sanda Koboevic
Date Deposited: 18 Jun 2018 16:22
Last Modified: 27 Jun 2019 16:47
PolyPublie URL: https://publications.polymtl.ca/3117/

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