Experimental investigation of screwed beam-column connection using cold-formed steel back-to-back sections with gusset-plate

Author:

Maali Merve SagirogluORCID,Maali Mahyar,Yazici Casim

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference29 articles.

1. Analytical and experimental investigation of cold-formed steel beam-to-column bolted gusset-plate joints;Bučmys;J Civ Eng Manag,2015

2. G.J. Hancock, Cold-formed steel structures: Research review 2013–2014:, 10.1177/1369433216630145. 19 (2016) 393–408. 10.1177/1369433216630145.

3. Experimental investigation on slip-in connection for cold-formed steel channel sections double;Siang;Adv Mater Res,2011

4. Experimental response of cold-formed steel lipped channel beam-columns;Torabian;Thin-Walled Struct,2015

5. R. Freya, R. Senthil, W.J. Merin, R. Saravanakumar, Kuber, M. Gowtham, Behaviour of cold-formed steel semi rigid connections, in: Wei-Wen Yu Int. Spec. Conf. Cold-Formed Steel Struct. 2016 - Recent Res. Dev. Cold-Formed Steel Des. Constr., 2016.

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