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Fire Behaviour of Concrete Columns with Restrained Thermal Elongation

  1. 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

  2. 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

  3. 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

  4. Martins, A. M. B., Fire Resistance of Reinforced Concrete Columns with Restrained Thermal Elongation, MSc Thesis, University of Coimbra, Portugal, 2009 (in Portuguese).
  5. 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

  6. Eurocode 2: Design of Concrete Structures-Part 1-2: General rules-Structural Fire Design, CEN-Comité Européen de Normalisation, Brussels, 2004.
  7. Eurocode 2: Design of Concrete Structures-Part 1-1: General rules and rules for buildings, CEN-Comité Européen de Normalisation, Brussels, 2004.
  8. 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.

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  • Reference-ID
    10201975
  • Erstellt am
    04.12.2018
  • Geändert am
    04.12.2018