FireDOC Search

displaying 291 - 300 results in total 343

  • Kang, S. W.; Hong, S. G.
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    Analytical Method for the Behavior of a Reinforced ConcreteFlexural Member at Elevated Temperatures.
    Daewoo E&C, Suwon, South Korea; Seoul National University, South Korea
    Fire and Materials, Vol. 28, No. 2/4, 227-235, March/August 2004

  • Lim, L.; Buchanan, A. H.; Moss, P. J.
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    Restraint of Fire-Exposed Concrete Floor Systems.
    Canterbury Univ., Christchurch, New Zealand
    Fire and Materials, Vol. 28, No. 2/4, 95-125, March/August 2004

  • Kodur, V. K. R.; McGrath, R.
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    Fire Endurance of High Strength Concrete Columns.
    National Research Council of Canada, Ottawa, Ontario; Cement Association of Canada, Ottawa, Canada
    Fire Technology, Vol. 39, No. 1 (1st Quarter), 73-87, January 2003
    NRCC-45141,

  • Concrete Centre
    view article (1.0)

    St. George Wharf Project Overview.
    Ref TCC/03/02, 2004, 4 p.

  • Underwriters Laboratories, Incorporated
    view article (1.0)

    Building Units Used in a Load-Bearing Wall Assembly.
    Underwriters Laboratories, Inc., Northbrook, IL
    File R9172-1; Project 79NK7829, September 14, 1981, 40 p.

  • Kodur, V. K. R.
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    Achieving Fire Resistance in Steel Columns Through Concrete Filling.
    National Research Council of Canada, Ottawa, Ontario
    Concrete Engineering International, Vol. 8, No. 4, 50-53, Winter 2004
    NRCC-47620,

  • Kodaira, A.; Fujinaka, H.; Ohashi, H.; Nishimura, T.
    view article (1.0)

    Fire Resistance of Composite Beams Composed of Rolled Steel Profile Concreted Between Flanges.
    Tokyo University of Science, Japan; Takenaka Corp., Japan
    Fire Science and Technology (International Journal for Fire Science and Technology), Vol. 23, No. 3, 192-208, 2004

  • Associated Factory Mutual Fire Insurance Companies; National Board of Fire Underwriters; National Bureau of Standards
    view article (1.0)

    Fire Tests of Building Columns.
    Associated Factory Mutual Fire Insurance Companies; National Board of Fire Underwriters, NY; National Bureau of Standards, Washington, DC
    Fire Tests of Building Columns, 389 p., ['1917', '1918', '1919']

  • Bernhart, D.
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    Effect of Support Conditions on the Fire Resistance of a Reinforced Concrete Beam.
    University of Canterbury, Christchurch, New Zealand
    Fire Engineering Research Report 04/5, August 2004, 158 p.

  • Talamona, D.; Nadjai, A.; Ali, F.
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    Determination of the Bending Moment Capacity of RC Beams at Ambient and Elevated Temperatures.
    FireSERT, University of Ulster, Belfast
    Journal of Applied Fire Science, Vol. 11, No. 1, 75-90, 2002-2003