FireDOC Search

displaying 41 - 50 results in total 72

  • Allen, D. E.; Lie, T. T.
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    Fire Resistance of Reinforced Concrete Columns and Walls.
    National Research Council of Canada, Ottawa
    DBR Paper 784; NRCC 16818, June 1977,
    Canadian Structural Concrete Conference, Symposium. June 1977, Ottawa, Canada, 17-33 p., 1977

  • Haksever, A.
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    Computer Program HPO 10 for the Calculation of Reinforced Concrete columns With Rectangular Cross Section for Allround Exposing According to ISO Fire Curve.
    Technische Univ., West Germany
    1980, 20 p.

  • Morris, B. L.
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    Structural Damage to Building Frames From Accidental or Terrorist Explosions.
    Southwest Research Inst., San Antonio, TX
    Department of Defense Explosives Safety Board. Explosives Safety Seminar, 20th. Volume 1. August 24-26, 1982., Norfolk, VA, 801-830 p., 1982

  • Lie, T. T.; Lin, T. D.
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    Influence of Restraint on Fire Performance of Reinforced Concrete Columns.
    National Research Council of Canada, Ottawa, Ontario; Portland Cement Assoc., Skokie, IL
    NRCC 25921,
    International Association for Fire Safety Science. Fire Safety Science. Proceedings. 1st International Symposium. October 7-11, 1985, Hemisphere Publishing Corp., NY, Gaithersburg, MD, Grant, C. E.; Pagni, P. J., Editors, 291-300 p., 1986

  • Haksever, A.; Anderberg, Y.
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    Comparison Between Measured and Computed Structural Response of Some Reinforced Concrete Columns in Fire.
    Lund Institute of Technology, Sweden
    Fire Safety Journal, Vol. 4, No. 4, 293-297, 1981/1982
    CIB W14/84/15 (S); LUTVDG/TVBB-3007,

  • Hirosawa, M.; Endo, T.
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    Experimental Research on Ductility of Reinforced Concrete Columns.
    Building Research Inst., Tokyo, Japan
    BRI Research Paper 057, February 1974, 29 p.

  • Kordina, K.; Klingsch, W.
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    Failure Load of Slender Reinforced Concrete Columns Under Elevated Temperature Using a Two and Three Dimensional Discretisation.
    Technische Universitat, Braunschweig, Federal Republic of Germany
    C. I. S. E. International Symposium on Discrete Methods in Engineering. Session III-4. September 16-24, 1974, Segrate, Milan, 1-13 p., 1974

  • Kodur, V. K. R.; MacKinnon, D. H.
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    Simplified Design of Concrete-Filled Hollow Structural Steel Columns for Fire Endurance.
    National Research Council of Canada, Ottawa, Ontario
    Journal of Constructional Steel Research, Vol. 46, No. 1-3, [pages unknown], 1998
    NRCC 41938; Paper No. 171,
    National Steel Construction Conference. Proceedings. American Institute of Steel Construction. 1998, New Orleans, LA, 22/1-21 p., 1998

  • Kodur, V. K. R.
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    Fire Performance of High-Strength Concrete Structural Members.
    National Research Council of Canada, Ottawa, Ontario
    Construction Technology Update, No. 31, 1-4, 1999

  • Baum, H. R.; Sarofim, A.; Smith, P.; Usmani, A.; Kodur, V. K. R.; Wickstrom, U.
    view article (7.9130535)

    Fire Testing and Simulation.
    National Institute of Standards and Technology, Gaithersburg, MD; University of Utah, Salt Lake City; Edinburgh Univ., Scotland; National Research Council of Canada, Ottawa, Ontario; SP Fire Technology, Sweden
    NISTIR 6890, September 2002,
    Fire Resistance Determination and Performance Prediction Research Needs Workshop: Proceedings. February 19-20, 2002, Gaithersburg, MD, Grosshandler, W. L., Editors, 7-13 p., 2002