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 |
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Format: | Artikel |
Sprache: | eng |
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