Experimental characterization of the column web panel in an internal node beam-to-column welded joint with beams of unequal height

Proceedings of the International Conference in Metal Structures - Steel - A New and Traditional Material for Building

Volumn , Issue , 2006, Pages 299-306

  Jordao S ^a   Da Silva, L Simões ^a   Simoes R ^a  

^a UNIVERSITY OF COIMBRA   (Portugal)

Author keywords

[No Author keywords available]

Indexed keywords

NUMERICAL METHODS; STEEL; STRUCTURAL METALS; WELDED STEEL STRUCTURES; WELDING;

ANALYTICAL EXPRESSIONS; CODES OF PRACTICES; COMPONENT METHODS; DIFFERENT HEIGHTS; EXPERIMENTAL CHARACTERIZATIONS; EXPERIMENTAL TESTS; FINITE ELEMENTS; INTERNAL NODES; NUMERICAL MODELS; STEEL JOINTS; WEB PANELS; WELDED JOINTS;

FINITE ELEMENT METHOD;

EID: 60749084670     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (10)

1. Cen, Eurocode 3, EN-1993-1-8, 2005, part 1.8: Design of joints, Eurocode 3: Design of steel structures, 2005. Brussels: Cen, European Committee for Standardization.
2. Chen, W.F. & Zhang, H. 1990. Structural plasticity. Springer-Verlag.
3. Jaspart, J.P 1997. Contributions to recent advances in the field of steel joints - column bases and further configurations for beam-to-column joints and beam splices, thése présentée en vue de l'óbtention du grade dágrégé de enseignement supérieur, Université de Liége. Liége.
4. Jaspart, J.P 1999. Recent advances in the field of structural steel joints and their representation in the building frame analysis and design process, COST CI: semi-rigid behavior of civil engineering structural connections. Luxembourg: J.-R Jaspart University of Liege.
5. Lusas® manual - fea ltd., Lusas® (vs. 13.3).
6. Jordão, S., Simões da Silva, L. & Simões R. 2004. Numerical evaluation of the response of the column web panel under asymmetrical patch loading. 7th International Conference on Computational Structures Technology, 7-9 Setembro. Lisboa.
7. Krawinkler, H., Bertero, VV. & Popov, E.P. 1971. Inelastic behavior of steel beam-to-column subassemblages, report UCB/EERC-71/7, Earthquake Engineering Research Center, University of California Bekerley.
8. Kuhlmann, U. & Kühnemund, F. 2001. Proposal of a new design resistance of the joint component column web in compression. Report 2001-7x. Institut für Konstruktion und Entwurf Universität Stuttgart
9. Simões da Silva, L., Santiago, A. & Vila Real, P. 2002 Post limit stiffness and ductility of end plate beam-to-column steel joints. Computers & Structures, Vol. 80, Issues 5-6: pages 515-531.
10. Weynand K., Jaspart J.P. & Steenhuis M. 1995. The stiffness model of revised Annex J of Eurocode 3. In Bjorhovde R., Colson A. & Zandonini R. (eds.), Connections in steel structures iii - Proceedings of the 3rd International Workshop on Connections: 441-452. Trento: Pergamon.