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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Egile Nagusiak:	Abdelghaffar Messaoudi, Rachid Chebili, Hossameldeen Mohamed, André Furtado, Hugo Rodrigues
Formatua:	Artigo
Hizkuntza:	Inglês
Argitaratua:	MDPI AG 2024-06-01
Saila:	Buildings
Gaiak:	seismic analysis RC structures masonry infill walls openings in-plane testing numerical modelling
Sarrera elektronikoa:	https://www.mdpi.com/2075-5309/14/7/1902
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