Accurately predicting the structural response of Cold‐Formed Steel (CFS) members under extreme load events is essential for reliable seismic performance assessment and design of multi‐storey CFS structures. However, this remains challenging due to the complex behaviour of thin‐walled CFS elements influenced by interact...
Amirali Hosseinnia, S. Mojtabaei, Mohamed A. Shaheen et al.· ce/papers· 0 citations
Cold‐formed steel (CFS) elements are increasingly used in modern construction; however, their complex buckling behaviour often makes the design and optimisation process computationally expensive and prone to inaccuracies. This study introduces a novel integrated design framework for the complex structural optimisation...
Muhammed Cosut, S. Mojtabaei, S. Shakeel et al.· ce/papers· 0 citations
Lightweight steel framing (LSF) systems are becoming popular as low‐carbon systems, helping to reduce greenhouse gas emissions. However, conventional floor‐to‐wall LSF connections result in oversized joists due to deflection‐governed design and premature failures caused by load eccentricities limiting the LSF systems s...
S. Shakeel, Pier Giovanni Benzo, S. M. Mojtabaei et al.· ce/papers· 0 citations
While cold-formed steel (CFS) elements are increasingly used in modern construction as cost-effective alternatives to conventional hot-rolled steel members, designing moment-resisting connections for these systems remains challenging due to the low buckling resistance of their thin-walled sections. Although CFS members...
Ward Alarab Safarani, Iman Hajirasouliha, S. M. Mojtabaei et al.· Buildings· 0 citations
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