FireDOC Search

displaying 171 - 180 results in total 373

  • Uesugi, H.; Someya, T.; Saitoh, H.; Kubota, S.; Sakumoto, S.
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    Load Bearing and Deformation Capacity of Fire Resistance Steel Tubular Columns at Elevated Temperature.
    Chiba Univ., Japan; Nippon Steel Corp., Tokyo, Japan
    International Association for Fire Safety Science. Fire Safety Science. Proceedings. 4th International Symposium. July 13-17, 1994, Intl. Assoc. for Fire Safety Science, Boston, MA, Ottawa, Ontario, Canada, Kashiwagi, T., Editors, 1149-1158 p., 1994

  • Falke, J.
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    Comparison of Simple Calculation Methods for the Fire Design of Composite Columns and Beams.
    DSTV, Koeln, Germany
    National Science Foundation; Engineering Foundation; Federal Highway Administration; American Iron and Steel Institute; Nuclear Research and Development. Composite Construction in Steel and Concrete II. Proceedings of an Engineering Foundation Conference. 1992, ASCE, New York, NY, Potosi, MO, Easterling, W. S.; Roddis, W. M. K., Editors, 226-241 p., 1992

  • 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, 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
    American Institute of Steel Construction, Vol. 10, No. 3, 82-94, Third Quarter 1973
    NRCC 13516; Research Paper 574,

  • Tyree, D. P.
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    Fire Ratings for Exposed Wood Beams and Columns: Uniform Building Code Standard 7-7, Part 6.
    American Forest and Paper Assoc., Georgetown, CA
    Building Standards, Vol. 64, No. 4, 8-12, July/August 1995

  • Lie, T. T.; Irwin, R. J.
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    Fire Resistance of Rectangular Steel Columns Filled With Bar-Reinforced Concrete.
    National Research Council of Canada, Ottawa, Ontario
    Journal of Structural Engineering, Vol. 121, No. 5, 797-805, May 1995
    NRCC 37016; IRC-P-3562; Paper 7451,

  • Simms, W. I.; O'Connor, D. J.; Ali, F.; Randall, M.
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    Experimental Investigation on the Structural Performance of Steel Columns Subjected to Elevated Temperatures. Terminals.
    Ulster Univ., Jordanstown, Northern Ireland
    Journal of Applied Fire Science, Vol. 5, No. 4, 269-284, 1995-1996

  • Odeen, K.
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    Standard Fire Endurance Tests: Discussion, Criticism, and Alternatives.
    National Institute for Materials Testing, Stockholm, Sweden
    Fire Test Performance. Winter Meeting. Proceedings. American Society for Testing and Materials. ASTM STP 464. February 2-7, 1969, ASTM, Philadelphia, PA, Denver, CO, 30-56 p., 1969

  • Stone, W. C.; Cheok, G. S.
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    Inelastic Behavior of Full-Scale Bridge Columns Subjected to Cyclic Loading.
    National Bureau of Standards, Gaithersburg, MD
    National Science Foundation; Federal Highway Administration; California Department of Transportation, NBSIR 88-3788, May 1988, 262 p.

  • Siegel, L. G.
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    Water-Filled Tubular Steel Columns: Fire Protection Without Coating.
    U.S. Steel Applied Research Lab., Monroeville, PA
    Fire Engineering, 56-57, Deptember 1967