Behavior of partial strength of beam-to-column connection with gusset plate for cold-formed steel sections

• Main Authors: Firdaus, Muhammad, Saggaff, Anis, Md. Tahir, Mahmood, Muhammad Aminuddin, Kiagus, Shek, Poi Ngian, Tan, Cher Siang, Ali Salih, Musab Nimir, Mohammadhosseini, Hossein, Sulaiman, Arizu
• Format: Article
• Language: English
• Published: ASEAN University Network/Southeast Asia Engineering Education Development Network 2020
• Subjects: TA Engineering (General). Civil engineering (General)
• Online Access: http://eprints.utm.my/id/eprint/93681/1/MahmoodMdTahir2020_BehaviorofPartialStrengthofBeam.pdf; http://eprints.utm.my/id/eprint/93681/; http://dx.doi.org/10.11113/aej.v10.16601

The use of cold-formed steel (CFS) as part of a major construction has been rapidly increasing recently, as it is considered viable as an alternative to the conventional hot-rolled steel section. However, information about CFS as part of a non-composite system is still limited as the connection is d...