FireDOC Search

displaying 41 - 50 results in total 298

  • Franssen, J. M.
    view article (6.720992)

    Structural Fire Modeling: Where Is the Frontier Nowadays?
    University of Liege, Belgium
    NISTIR 6890, September 2002,
    Fire Resistance Determination and Performance Prediction Research Needs Workshop: Proceedings. Appendix III. Presentations: N. February 19-20, 2002, Gaithersburg, MD, Grosshandler, W. L., Editors, 94-106 p., 2002

  • Vettori, R. L.
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    Effect of Beamed, Sloped, and Sloped Beamed Ceilings on the Activation TIme of a Residential Sprinkler.
    National Institute of Standards and Technology, Gaithersburg, MD
    Federal Emergency Management Agency, Washington, DC, NISTIR 7079, December 2003, 45 p.

  • Liu, T. C. H.; Liew, K. H.
    view article (6.720992)

    Behavior of Cellular Steel Beams in Fire.
    Tenos Ltd., Manchester, UK; Taman Antarabangsa, Sabah, Malaysia
    Volume 1,
    Interflam 2004. (Interflam '04). International Interflam Conference, 10th Proceedings. Volume 1. July 5-7, 2004. Organised by Interscience Communications Ltd. in association with National Institute of Standards and Technology, Building Research Establishment; National Fire Protection Association; Society of Fire Protection Engineers; and Swedish National Testing and Research Institute, Interscience Communications Ltd., London, England, Edinburgh, Scotland, 157-168 p., 2004

  • Al-Jabri, K. S.; Davison, J. B.; Burgess, I. W.
    view article (6.720992)

    Performance of Beam-to-Column Joints in Fire: A Review.
    Sultan Qaboos Univ., Al-Khod, Post Code 123, Oman; Sheffield Univ., UK
    Fire Safety Journal, Vol. 43, No. 1, 50-62, January 2008

  • Cavette, C.
    view article (6.720992)

    Support Beams.
    Fire Chief, Vol. 52, No. 1, 76,78-80, January 2008

  • Purkiss, J. A.
    view article (6.720992)

    Fire Safety Engineering: Design of Structures. 2nd Edition.
    Fire Safety Engineering Design of Structures. Second (2nd) Edition, Purkiss, J. A., Editors, 419 p., 2007

  • Suzuki, J.
    view article (6.720992)

    Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 4: Collapse Temperature of Frameworks With Seismic Design.
    Tokyo University of Science, Japan
    Fire Science and Technology, Vol. 26, No. 3, 177-258, 2007

  • Suzuki, J.
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    Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 5: Behavior and Collapse Temperatures of Existing Frames During Fire Disasters.
    Tokyo University of Science, Japan
    Fire Science and Technology, Vol. 26, No. 3, 259-282, 2007

  • Suzuki, H.
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    Redundancy and Stress Redistribution of Rigidly Connected Steel Frames Subject to Fire.
    University of Tsukuba, Japan
    Fire Science and Technology, Vol. 26, No. 2, 87-92, 2007

  • Ozaki, F.; Wakamatsu, T.
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    Studies on Ultimate Temperatures of Steel Columns Subjected to Thermal Elongations of Beams at a Fire.
    Former Tokyo University of Science, Japan; Tokyo University of Science, Japan
    Fire Science and Technology, Vol. 26, No. 4 (Special Issue), 313-308, 2007