• DE
  • EN
  • FR
  • Internationale Datenbank und Galerie für Ingenieurbauwerke

Anzeige

Teilen

Folgen

Fire Behaviour of Concrete Columns with Restrained Thermal Elongation

  1. Usmani A.S. (2001), "Fundamental principles of structural behaviour under thermal effects" in Fire Safety Journal, v. 36 n. 8, Elsevier BV, p. 721-744

    https://doi.org/10.1016/S0379-7112(01)00037-6

  2. Kodur V.K.R. (2004), "Predicting the fire resistance behaviour of high strength concrete columns" in Cement and Concrete Composites, v. 26 n. 2, Elsevier BV, p. 141-153

    https://doi.org/10.1016/S0958-9465(03)00089-1

  3. T. Lie (1991), "Method to calculate the fire resistance of circular reinforced concrete columns" in ACI Materials Journal, v. 88 (1991), p. 84
  4. Dotreppe, J.-C. / Franssen, J.-M. / Bruls, A. / Baus, R. / Vandevelde, P. (1997): Experimental research on the determination of the main parameters affecting the behaviour of reinforced concrete columns under fire conditions. In: Magazine of Concrete Research, v. 49, n. 179 (Juni 1997), S. .

    https://doi.org/10.1680/macr.1997.49.179.117

  5. M. Terro (1998), "Numerical modelling of the behaviour of concrete structures in fire" in ACI Structural Journal, v. 95 (1998), p. 183
  6. J.-C. Dotreppe (1999), "Calculation method for design of reinforced concrete columns under fire conditions" in ACI Structural Journal, v. 96 (1999), p. 9
  7. Cai, Jun / Burgess, Ian / Plank, Roger (2003): A generalised steel/reinforced concrete beam-column element model for fire conditions. In: Engineering Structures, v. 25, n. 6 (Mai 2003), S. .

    https://doi.org/10.1016/s0141-0296(03)00019-1

  8. Zha X.X. (2003), "Three-dimensional non-linear analysis of reinforced concrete members in fire" in Building and Environment, v. 38 n. 2, Elsevier BV, p. 297-307

    https://doi.org/10.1016/S0360-1323(02)00059-8

  9. Ali Faris (2004), "Outcomes of a major research on fire resistance of concrete columns" in Fire Safety Journal, v. 39 n. 6, Elsevier BV, p. 433-445

    https://doi.org/10.1016/j.firesaf.2004.02.004

  10. Wu Bo (2009), "Behavior of axially-and-rotationally restrained concrete columns with '+'-shaped cross section and subjected to fire" in Fire Safety Journal, v. 44 n. 2, Elsevier BV, p. 212-218

    https://doi.org/10.1016/j.firesaf.2008.07.003

  11. Ali, Faris / Nadjai, Ali / Choi, S. (2010): Numerical and experimental investigation of the behavior of high strength concrete columns in fire. In: Engineering Structures, v. 32, n. 5 (Mai 2010), S. .

    https://doi.org/10.1016/j.engstruct.2009.12.049

  12. Martins, A. M. B., Fire Resistance of Reinforced Concrete Columns with Restrained Thermal Elongation, MSc Thesis, University of Coimbra, Portugal, 2009 (in Portuguese).
  13. Martins, Alberto M. B. / Rodrigues, João Paulo C. (2010): Fire resistance of reinforced concrete columns with elastically restrained thermal elongation. In: Engineering Structures, v. 32, n. 10 (Oktober 2010), S. .

    https://doi.org/10.1016/j.engstruct.2010.07.005

  14. Eurocode 2: Design of Concrete Structures-Part 1-2: General rules-Structural Fire Design, CEN-Comité Européen de Normalisation, Brussels, 2004.
  15. Eurocode 2: Design of Concrete Structures-Part 1-1: General rules and rules for buildings, CEN-Comité Européen de Normalisation, Brussels, 2004.
  16. Eurocode 1: Basis of Design and Actions on Structures-Part 1-2: Actions on Structures Exposed to Fire, CEN-Comité Européen de Normalisation, Brussels, 2002.
  17. J.-M. Franssen (2005), "SAFIR. A thermal/structural program for modelling structures under fire" in Engineering Journal, A. I. S. C, v. 42 (2005), p. 143
  18. Fletcher Ian (2007), "Behaviour of concrete structures in fire" in Thermal Science, v. 11 n. 2, National Library of Serbia, p. 37-52

    https://doi.org/10.2298/TSCI0702037F

Anzeige

  • Über diese
    Datenseite
  • Reference-ID
    10201975
  • Erstellt am
    04.12.2018
  • Geändert am
    04.12.2018