Experimental assessment of the ductility of extended end plate connections

Author:

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

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference31 articles.

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

2. Moment–rotation curves for bolted connections;Yee;Journal of Structural Engineering ASCE,1986

3. European Committee for Standardization (CEN). PrEN 1993-1-8:2003, Eurocode 3: Design of steel structures. Part 1.8: Design of joints, Stage 49 draft, May 2003, Brussels; 2003.

4. A limit state design method for the tension region of bolted beam-to-column connections;Packer;The Structural Engineer,1977

5. Jaspart J.P. Etude de la semi-rigidité des noeuds poutre-colonne et son influence sur la resistance et la stabilité des ossatures en acier. PhD thesis (in French). University of Liège, Liège; 1991.

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