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This study investigates the seismic performance of cold-formed steel (CFS) beam-to-column screw connections by examining key design parameters such as profile thickness and gusset plate thickness. Experimental results highlight the importance of these parameters in enhancing moment-rotation behavior, ductility, and energy dissipation during seismic events. The findings provide practical design recommendations aimed at improving the structural safety and resilience of CFS connections under earthquake loading

Author

Ugur Demir

Language

EN