Ph.D. thesis (2018)
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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.
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.
Department: | Department of Civil, Geological and Mining Engineering |
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Program: | Génie civil |
Academic/Research Directors: | Sanda Koboevic |
PolyPublie URL: | https://publications.polymtl.ca/3117/ |
Institution: | École Polytechnique de Montréal |
Date Deposited: | 18 Jun 2018 16:22 |
Last Modified: | 28 Sep 2024 13:16 |
Cite in APA 7: | Sadeghian, A. (2018). Seismic Deformations of Taller Reinforced Concrete Shear Walls Located in Eastern Canada [Ph.D. thesis, École Polytechnique de Montréal]. PolyPublie. https://publications.polymtl.ca/3117/ |
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