A Madan, AM Reinhorn, JB Mander… - Journal of structural …, 1997 - ascelibrary.org
An analytical macromodel based on an equivalent strut approach integrated with a smooth hysteretic model is proposed for representing masonry infill panels in nonlinear analysis of …
Reinforced concrete frames with unreinforced masonry infill walls represent a widely adopted building system. During seismic events, infill walls, usually considered as non …
JK Bhaskar, D Bhunia, N Palchuri - Materials Today: Proceedings, 2023 - Elsevier
Masonry walls are generally considered non-load-bearing elements in most concrete or steel-framed structures. Being a heterogeneous structure, the masonry system effectively …
H Shakib, S Dardaei, M Mousavi… - Journal of Performance of …, 2016 - ascelibrary.org
This study evaluates the performance of retrofitted confined unreinforced masonry walls using carbon fiber–reinforced polymer (CFRP) strips and mesh-reinforced shotcrete …
E Nasiri, Y Liu - Engineering Structures, 2017 - Elsevier
This paper detailed the development of a numerical model for simulating the nonlinear behaviour of the concrete masonry infilled RC frames subjected to in-plane lateral loading …
HK Karaka, RK Tripathi - … of SECON'21: Structural Engineering and …, 2022 - Springer
Open ground storey in Reinforced concrete framed buildings is considered to be the most vulnerable when it is subjected to dynamic excitation because of the formation of column …