The In-Plane Seismic Response of Infilled Reinforced Concrete Frames Using a Strut Modelling Approach: Validation and Applications
Reinforced Concrete (RC) buildings often rely on masonry walls to increase their rigidity and strength, distinguishing them from bare frames. Consequently, the lateral capacity of the RC frames is significantly impacted by the presence or absence of these walls. Numerical models are fundamental to u...
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| Formaat: | Artigo |
| Taal: | Inglês |
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MDPI AG
2024-06-01
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| Reeks: | Buildings |
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| Online toegang: | https://www.mdpi.com/2075-5309/14/7/1902 |
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