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What is Cold-Formed Steel Connections Post-Fire about?

Herein this paper, the experimental behavior of the cold-formed stainless steel screwed beam–column connection with the post-fire condition is presented by performing eight experiments. The beam structural members have been heated beginning from room temperature to 600 °C remaining at this temperature for 5-h and letting them cool down back to the room temperature. Energy dissipation capacity, moment-rotation behavior and ductility of the joint under the post-fire condition have been examined by

Author

Merve Merve

Language

EN