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Title

A model for predicting the stiffness of beam to concrete filled column and minor axis joints under static monotonic loading

Authors

Abstract

Neves, L., Simões da Silva, L. and Vellasco, P., “A model for predicting the stiffness of beam to concrete filled column and minor axis joints under static monotonic loading”, in Hoffmeister, B. and Hechler, O. (eds.), Eurosteel 2005 – 4th European Conference on Steel and Composite Structures – Research – Eurocodes – Practice, Druck und Verlagshaus Mainz GmbH, Aachen, vol. C, pp. 4.10.131-138 (2005).

References

[1] CEN - Eurocode Nº 3 - Design of Steel Structures. Part 1.8: design of Joints - European Standard EN 1993-1-1, Commission of the European Communities, Brussels, 2003.
[2] Gomes, F.C.T., Jaspart, J.P., Maquoi, R., “Moment capacity of beam-to-column minor-axis joints”, Proceedings of the IABSE International Colloquium on Semi-Rigid Structural Connections, Istanbul, Turkey, IABSE, 1996, pp 319-326.
[3] Maquoi, R., Jaspart, J.P., Guisse, S., Lognard, B., Taquet, F., Etude expérimentale et théorique du comportement des noeuds poutre-colonne d’axe faible, Sixième rapport semestriel, Recherche COST C1 Région Wallonne – Université de Liège, 1995.
[4] Neves, L.F.C., Monotonic and Cyclic Behaviour of Minor-axis and Hollow Section Joints in Steel and Composite Structures, Doctoral Thesis, University of Coimbra, 2004.
[5] Neves, L.F.C, Silva, L.A.P.S., Vellasco, P.C.G., Experimental behaviour of end plate I-beam to concrete filled rectangular hollow section column joints, International Journal of Applied Mechanics and Engineering, vol. 9(1), 63-80, 2004.
[6] Neves, L.F.C., Silva, L.A.P.S., Vellasco, P.C.G., Experimental Behaviour of End Plate Minor Axis Steel and Composite Joints under Static Monotonic Loading. Proceedings of the Third European Conference on Steel Structures (Eurosteel III), Coimbra, 19-20 September 2002, vol. II: 1101-1110. Coimbra: Lamas, A. & Silva, L. edts.
[7] Vandegans, D., Liaison entre poutres métalliques et colonnes en profils creux remplis de béton, basée sur la technique du goujonnage, CRIF MT 193, Brussels, 1995.

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2005_CI_Eurosteel2005_Neves-etal.pdf

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