FireDOC Search

displaying 371 - 380 results in total 566

  • Bizri, H.
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    Structural Capacity of Reinforced Concrete Columns Subjected to Fire Induced Thermal Gradients.
    California Univ., Berkeley
    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, 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

  • 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

  • Molchadski, I. S.; Astakhova, I. F.
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    Method to Predict the Fire-Resistance of Steel Ceiling.
    All-Russian Institute of Fire Protection, Moscow, Russia; Voronezh State University, Russia
    Interscience Communications Ltd.; National Institute of Standards and Technology; Building Research Establishment; and Society of Fire Protection Engineers; Swedish National Testing and Research Institute. Interflam '96. International Interflam Conference, 7th Proceedings. March 26-28, 1996, Interscience Communications Ltd., London, England, Cambridge, England, Franks, C. A.; Grayson, S., Editors, 939-943 p., 1996

  • Lie, T. T.; Kodur, V. K. R.
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    Fire Resistance of Steel Columns Filled With Bar-Reinforced Concrete.
    National Research Council of Canada, Ottawa, Ontario
    Journal of Structural Engineering, Vol. 122, No. 1, 30-36, January 1996

  • Galambos, T. V.; Hajjar, J. F.; Earls, C. J.; Gross, J. L.
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    Required Properties of High-Performance Steels.
    University of Minnesota, Minneapolis; National Institute of Standards and Technology, Gaithersburg, MD
    NISTIR 6004, May 1997, 98 p.

  • Underwriters Laboratories, Incorporated
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    Steel Form Units Used in a Floor and Ceiling Construction. Wheeling Corrugating Company, Wheeling, West Virginia.
    Underwriters Laboratories, Inc., Northbrook, IL
    File R5801-1; Assignment 70NK2228, March 4, 1971, 26 p.

  • Underwriters Laboratories, Incorporated
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    Wind-Uplift Resistance of Steel Roof Panels in a Roof Deck Construction. National Building Components, Inc., Houston, Texas.
    Underwriters Laboratories, Inc., Northbrook, IL
    File R5967; Assignment 70NK6376, April 9, 1971, 20 p.

  • Ali, F. A.; Simms, I. W.; O'Connor, D. J.
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    Behavior of Axially Restrained Steel Columns During Fire.
    Ulster Univ., Jordanstown, Northern Ireland
    International Association for Fire Safety Science. Fire Safety Science. Proceedings. Fifth (5th) International Symposium. March 3-7, 1997, Intl. Assoc. for Fire Safety Science, Boston, MA, Melbourne, Australia, Hasemi, Y., Editors, 1105-1116 p., 1997