References
- [1] PN-EN 1994-1-1 Eurocode 4. Design of Composite Steel and Concrete Structures. Part 1-1: General rules for buildings. PKN 2008.
- [2] PN-EN 1993-1-8 Eurocode 3. Design of Steel Structures. Part 1-8: Design of joints. PKN 2005.
- [3] BRÓDKA J. KOZŁOWSKI A. Design and calculation of the connections and joint in steelstructures. T.2. Warsaw, PWT 2009 (in polish).
- [4] PN-EN 1992-1-1 Eurocode 2: Design of concrete structures - Part 1-1: General rules and rulesfor buildings. PKN 2008.
- [5] Demonceau, J.F., Jaspart, J.P., Klinkhammer, R., Oerder, R., Weynand, K., Labory, F., Cajot, L.G. (2008). Recent developments on composite connections” In International ConferenceEUROSTEEL 2008, 2008 (pp. 447-452). Graz.
- [6] Ahmed, B., Nethercot, D.A. (1997). Prediction of initial stiffness and available rotation capacity of major axis flush endplate connections. Journal of Constructional Steel Research. Volume41(1), pp. 31-60.10.1016/S0143-974X(96)00053-3
- [7] Kucharczyk, W. (2001). Steel - concrete composite beams in building structures. Częstochowa: Wydawnictwo Politechniki Częstochowskiej.
- [8] Kozłowski, A., Pisarek, Z. (2008). Shear connectors for steel - concrete composite beams. Steelstructures. Poland: Polish Chamber of Steel Structures.
- [9] Byfield, M.P., Paramasivam, S. (2007). Issues in the migration of progressive collapse through the tying force method for steel framed buildings with simple connections. Steel and CompositeStructures - Wang & Choi (eds). London: Taylor & Francis Group.
