Application of steel channels as stiffeners in bolted moment connections

Author:

Tagawa H.,Gurel S.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Preliminary investigations into the behaviour of extended end-plate steel connections with backing plates;Moore;Journal of Constructional Steel Research,1986

2. Experimental behavior of end plate connections reinforced with bolted backing angles;Grogan;Journal of Constructional Steel Research,1999

3. Tagawa H, Gurel S. Strength evaluation of bolted moment connections stiffened with channels. In: Proceedings of the seventh pacific structural steel conference. 2004

4. Local tensile strength of bolted beam-to-column connections reinforced with channels;Tagawa;Proceedings of AIJ Tokai Chapter Architectural Research Meeting,2004

5. A limit state design method for the tension region of bolted beam–column connections;Packer;The Structural Engineer, Journal of the Structural Division, ASCE,1977

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