FireDOC Search

displaying 11 - 17 results in total 17

  • Suzuki, J.; Suzuki, H.; Wakamatsu, T.; Ohmiya, Y.; Terakawa, T.
    view article (8.905932)

    Ultimate Temperature of Steel Frames Exposed to Fire. Part 1: Stress Redistribution and Ultimate Temperature of Steel Frames.
    Tokyo University of Science, Japan; Tsukuba Univ., Japan
    Fire Science and Technology, Vol. 26, No. 4 (Special Issue), 333-338, 2007

  • VilaReal, P. M. M.; Simoes da Silva, L.; Lopes, N.; Piloto, P.
    view article (8.733308)

    Numerical Modeling of the Fire Resistance of Steel I-Beams With Restrained Thermal Elongation.
    University of Aveiro, Portugal; University of Coimbra, Portugal; Polytechnic of Braganca, Portugal
    Designing Structures for Fire. Proceedings. Co-Sponsored by: Society of Fire Protection Engieners and Structural Engineering Institute. September 30-October 1, 2003, DEStech Publications, Inc., Baltimore, MD, 247-256 p., 2003

  • Hori, A.
    view article (8.733308)

    Analytical Method for High Temperature Collapse of a 3D Steel Frame.
    Technical-through Corp., Japan
    Fire Science and Technology (International Journal for Fire Science and Technology), Vol. 23, No. 3, 208-221, 2004

  • Vila Real, P. M. M.; Lopes, N.; Simões da Silva, L.; Franssen, J. M.
    view article (8.733308)

    Parametric Analysis of the Lateral-Torsional Buckling Resistance of Steel Beams in Case of Fire.
    Aveiro Univ., Portugal; Coimbra Univ., Portugal; Liege Univ., Belgium
    Fire Safety Journal, Vol. 42, No. 6-7, 416-424, September/October 2007

  • Suzuki, H.; Suzuki, J.; Wakamatsu, T.; Ohmiya, Y.; Terakawa, T.
    view article (8.733308)

    Ultimate Temperature of Steel Frames Exposed to Fire. Part 2: Stress Redistribution and Limit of Deformation of Steel Frames.
    Tsukuba Univ., Japan; Tokyo University of Science, Japan
    Fire Science and Technology, Vol. 26, No. 4 (Special Issue), 339-344, 2007

  • Terakawa, T.; Suzjik, J.; Suzuki, H.; Wakamatsu, T.; Ohmiya, Y.
    view article (8.733308)

    Ultimate Temperature of Steel Frames Exposed to Fire. Part 3: Influence of Local Buckling on the Ultimate Temperature of Steel Frames.
    Tokyo University of Science, Japan; Tsukuba Univ., Japan
    Fire Science and Technology, Vol. 26, No. 4 (Special Issue), 345-350, 2007

  • Maljaars, J.; Twilt, L.; Soetens, F.
    view article (8.733308)

    Flexural Buckling of Fire Exposed Aluminium Columns.
    TNO Built Environment and Geosciences, 2600 AA Delft, The Netherlands; Eindhoven University of Technology, 5600 MB Eindhoven, The Netherlands
    Fire Safety Journal, Vol. 44, No. 5, 711-717, July 2009