FireDOC Search

displaying 1 - 10 results in total 141

  • Pettersson, O.
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    Structural Fire Behavior: Development Trends.
    Lund Univ., Sweden
    CIB W14/88/37 (S); LUTVDG/TVBB-3031,
    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, 229-248 p., 1986

  • Wickstrom, U.
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    Numerical Procedure for Calculating Temperature in Hollow Structures Exosed to Fire.
    California Unv., Berkeley; Lund Inst. of Tech., Sweden
    National Bureau of Standards, Gaithersburg, MD, CIB W14/79/38 (S); NBS GCR 77-100; Report 79-3, August 1977, 62 p.

  • Kordina, K.
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    Concrete and Masonry Structures.
    Technische Universitat, Braunschweig
    Commission of the European Communities. Fires in Buildings. September 18-21, 1984, Elsevier Applied Science Publishers, NY, Luxembourg, Mourareau, R.; Thomas, M., Editors, 223-233 p., 1985

  • Wiese, J.
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    Fire Exposed Restraint Reinforced Concrete Slabs.
    Technische Univ., Braunschweig, West Germany
    ITSEMAP. International Meeting of Fire Research and Test Centers. Papers. October 7-9, 1986, Avila, Spain, 503-530 p., 1986

  • Copier, W. J.
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    Spalling of Normal Weight and Lightweight Concrete Exposed to Fire.
    IBBC-Instituto T.N.O. for Building Materials and Building Structures, Rijswijk (ZH), The Netherlands
    Fire Safety of Concrete Structures. ACI Committee 216. September 1980, San Juan, Puerto Rico, Abrams, M. S., Editors, 219-236 p., 1983

  • Fukuta, T.; Yamanouchi, H.; Nishiyama, I.; Endoh, N.; Watanabe, T.
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    Hysteresis Behavior of Three-Story Steel Frame With Concentric K-Braces. Part 1. U.S./Japan Cooperative Research Program.
    Building Research Institute, Tokyo, Japan
    BRI Research Paper 114, May 1985, 139 p.

  • Lie, T. T.
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    Calculating Resistance to Fire.
    National Research Council of Canada, Ottawa, Ontario
    UDC 699.81; CBD 204, May 1979, 4 p.

  • Fukuta, T.; Yamanouchi, H.
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    Hysteresis Behavior of Three-Story Steel Frame With Concentric K-Braces. Part 2. (Ultimate Lateral Shear Capacity). U.S./Japan Cooperative Research Program.
    Building Research Institute, Tokyo, Japan
    BRI Research Paper 122, January 1987, 29 p.

  • Zwiers, R. I.; Morgan, B. J.
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    Performance of Concrete Members Subjected to Large Hydrocarbon Pool Fires.
    Construction Technology Labs., Inc., Skokie, IL
    PCI Journal, 120-135, January/February 1989

  • Borgnes, O.
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    Temperature Response of Water Cooled Hollow Columns and Beams During Hydrocarbon Fire.
    Norske Veritas, Oslo, Norway
    VERITAS-R-81-0202, March 12, 1981, 19 p.