FireDOC Search

displaying 201 - 210 results in total 373

  • Gross, J. L.; Simiu, E.; Heckert, N. A.; Lechner, J. A.
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    Extreme Wind Estimates by the Conditional Mean Exceedance Procedure.
    National Institute of Standards and Technology, Gaithersburg, MD
    NISTIR 5531
    NISTIR 5531
    April 1995
    16 p.

  • Myllymaki, J.; Lie, T. T.; Chabot, M.
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    Fire Resistance Tests of Square Hollow Steel Columns Filled With Reinforced Concretes
    National Research Council of Canada, Ottawa, Ontario
    ['Internal Report No. 673', 'IRC-IR-673']
    Internal Report No. 673; IRC-IR-673
    December 1994
    30 p.

  • Lie, T. T.; Stanzak, W. W.
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    Fire Resistance of Protected Steel Columns.
    National Research Council of Canada, Ottawa, Ontario
    ['NRCC 13516', 'Research Paper 574']
    American Institute of Steel Construction, Vol. 10, No. 3, 82-94, Third Quarter 1973
    NRCC 13516; Research Paper 574

  • Bland, K. E.
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    Behavior of Wood Exposed to Fire: A Review and Expert Judgment Procedure for Predicting Assembly Failure.
    Worcester Polytechnic Inst., MA
    Thesis
    Thesis
    May 1994
    159 p.

  • Law, M.
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    Nomograms for the Fire Protoection of Structural Steelwork.
    Fire Prevention Science and Technology, No. 3, 19-27, November 1972

  • Bizri, H.
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    Structural Capacity of Reinforced Concrete Columns Subjected to Fire Induced Thermal Gradients.
    California Univ., Berkeley
    UC SESM 73-1
    National Science Foundation, Washington, DC, UC SESM 73-1
    Janaury 1973
    205 p.

  • Kodur, V. K. R.; Lie, T. T.
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    Experimental Studies on the Fire Resistance of Circular Hollow Steel Columns Filled Wtih Steel-Fibre-Reinforced Concrete.
    National Research Council of Canada, Ottawa, Ontario
    Internal Report No. 691
    Internal Report No. 691
    June 1995
    35 p.

  • Kodur, V. K. R.; Lie, T. T.
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    Structural Fire Protection Through Concrete Filling for Hollow Steel Columns.
    National Research Council of Canada, Ottawa, Ontario
    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, 527-532 p., 1995

  • 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

  • Neves, I. C.
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    Critical Temperature of Steel Columns With Restrained Thermal Elongation.
    Instituto Superior Tecnico, Lisbon, Portugal
    Fire Safety Journal, Vol. 24, No. 3, 221-227, 1995