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Mechanical Model of Steel-concrete Composite Joint under Sagging Bending Moment Cover

Mechanical Model of Steel-concrete Composite Joint under Sagging Bending Moment

Open Access
|Mar 2013

References

  1. [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. [2] PN-EN 1993-1-8 Eurocode 3.PKN 2005.
  3. [3] BRÓDKA J. KOZŁOWSKI A.T.2. Warsaw, PWT 2009 (in polish).
  4. [4] PN-EN 1992-1-1 Eurocode 2:PKN 2008.
  5. [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, 2008 (pp. 447-452). Graz.
  6. [6] Ahmed, B., Nethercot, D.A. (1997). Prediction of initial stiffness and available rotation capacity of major axis flush endplate connections.(1), pp. 31-60.
  7. [7] Kucharczyk, W. (2001).Częstochowa: Wydawnictwo Politechniki Częstochowskiej.
  8. [8] Kozłowski, A., Pisarek, Z. (2008). Shear connectors for steel - concrete composite beams.. Poland: Polish Chamber of Steel Structures.
  9. [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.. London: Taylor & Francis Group.
DOI: https://doi.org/10.2478/v10299-012-0016-z | Journal eISSN: 1338-7278 | Journal ISSN: 1336-9024 (formerly 1338-7278)
Language: English
Page range: 33 - 42
Published on: Mar 29, 2013
Published by: Technical University of Košice
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2013 Zdzisław Pisarek, published by Technical University of Košice
This work is licensed under the Creative Commons License.