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This study evaluates the inelastic behavior of cold-formed steel (CFS) braced walls under monotonic and cyclic loading using nonlinear finite element analysis. It investigates various bracing arrangements, including cross, chevron, and K-shape straps, and assesses seismic parameters such as ductility and response modification factors. The findings indicate that bilateral cross bracing provides the highest seismic response modification factor and improved shear strength compared to other bracing systems.

Author

precistrukt.engineering

Language

EN