Comparative modelling of seismic performance of L-shaped reinforced concrete shear walls

This paper proposes an improved model for the reinforced concrete shear walls. The main contribution of this work is to provide a comparison between the proposed numerical model and an existed experimental test. It indicates the necessity of performing more complex numerical simulations, in order to...

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Bibliographic Details
Main Authors: Bilal Benbellil, Said Kebdani, Ratiba Mitiche Kettab, Mohammed Amin‎ Benbouras
Format: Article
Language:English
Published: NR&DI URBAN-INCERC 2019-06-01
Series:Urbanism. Arhitectura. Constructii
Subjects:
Online Access:https://uac.incd.ro/Art/v10n1a05.pdf