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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Veröffentlicht in:Urbanism. Arhitecturǎ. Construcții 2019, Vol.10 (1), p.29-46
Hauptverfasser: Benbellil, Bilal, Kebdani, Said, Mitiche Kettab, Ratiba, Benbouras, Mohammed Amin
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Sprache:eng
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