Experimental assessment of the behaviour of bolted T-stub connections made up of welded plates

Author:

Girão Coelho Ana M,Bijlaard Frans S.K,Gresnigt Nol,Simões da Silva Luís

Publisher

Elsevier BV

Subject

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

Reference25 articles.

1. The stiffness model of revised Annex J of Eurocode 3;Weynand,1995

2. A design method for the tension side of statically loaded bolted beam-to-column connections;Zoetemeijer;Heron,1974

3. A limit state design method for the tension region of bolted beam-to-column connections;Packer;Struct Eng,1977

4. Moment–rotation curves for bolted connections;Yee;J Struct Eng ASCE,1986

5. Jaspart JP. Etude de la semi-rigidite des noeuds poutre-colonne et son influence sur la resistance et la stabilite des ossatures en acier. Ph.D. Thesis. University of Liège, Liège; 1991 [in French].

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