Experimental study of slip-in haunched gusset plate connection for double lipped cold-formed steel section
Connections on the cold-formed steel (CFS) section become an interesting topic concerning its failure mode that the thin-walled behaviour controls it. CFS weakness is usually caused by early local buckling and local instability. The bolt connections and t he gusset plate are the easy way to install...
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| Main Authors: | , , , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
2020
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