FireDOC Search

displaying 1 - 10 results in total 140

  • Knublauch, E.; Rudolphi, R.; Stanke, J.
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    Theoretical Calculation of the Fire Resistance Duration of Steel Columns. Part 2. Determination of the Critical Temperatures for Steel.
    Bundesanstalt fur Materialprufung (BAM), Berlin, Germany
    September 1973, 27 p.

  • Klingsch, W.
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    Fire Resistance of Solid Steel Columns.
    Technical Univ., Braunschweig, F.R.G.
    Fire Safety Journal, Vol. 4, No. 4, 237-241, 1981/1982

  • Witteveen, J.; Twilt, L.
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    Critical View on the Results of Standard Fire Resistance Tests on Steel Columns.
    Institute TNO for Building Materials and Building Structures, Delft, The Netherlands
    Fire Safety Journal, Vol. 4, No. 4, 259-270, 1981/1982

  • Iizuka, K.; Takada, T.; Kodaira, A.; Fujinaka, H.
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    Fire Resistance of Water-Filled Tubular Steel Structures.
    Takenaka Komuten Co., Ltd., Tokyo, Japan
    Takenaka Technical Research Report, No. 17, 164-174, April 1977

  • Lie, T. T.; Stanzak, W. W.
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    Empirical Method for Calculating Fire Resistance of Protected Steel Columns.
    National Research Council of Canada, Ottawa, Ontario
    Engineering Journal, Vol. 57, No. 5-6, 73-80, May/June 1974
    NRCC 14283; Research Paper 619,

  • Lie, T. T.; Chabot, M.
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    Concrete Filling: Fire Protection of Hollow Steel Columns.
    National Research Council of Canada, Ottawa, Ontario
    Canadian Consulting Engineer, 39-40, May/June 1990

  • Sharples, J. R.; Plank, R. J.; Nethercot, D. A.
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    Load-Temperature-Deformation Behaviour of Partially Protected Steel Columns in Fires.
    Ward Building Systems, Sherburn, England
    Engineering Structures, Vol. 16, No. 8, 637-643, November 1994

  • Talamona, D. R.; Franssen, J. M.; Recho, N.
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    Buckling of Eccentrically Loaded Steel Columns Submitted to Fire.
    C.T.I.C.M., France; Institut du Genie Civil, Liege, Belgium; L.M.T.M.S., Cedex, France
    National Institute of Standards and Technology (NIST) and Society of Fire Protection Engineers (SFPE). International Conference on Fire Research and Engineering (ICFRE). Proceedings. September 10-15, 1995, SFPE, Boston, MA, Orlando, FL, Lund, D. P.; Angell, E. A., Editors, 533-538 p., 1995

  • Lie, T. T.; Harmathy, T. Z.
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    Numerical Procedure to Calculate the Temperature of Protected Steel Columns Exposed to Fire.
    National Research Council of Canada, Ottawa, Ontario
    NRCC 12535; Fire Study No. 28, March 1972, 41 p.

  • Sheridan, R. R.
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    Fire Resistance With Concrete as Protection.
    Fire Resistance of Concrete Symposium. Proceedings. Annual Convention, 57th. American Concrete Institute. By members of ACI Committee 216, Fireproofing or Fire Protection of Structures. ACI special Publication SP-5. February 20-23, 1961, St. Louis, MO, 43-55 p., 1961