FireDOC Search

displaying 181 - 190 results in total 291

  • Ma, T. G.; Quintiere, J. G.
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    Numerical Simulation of Axi-Symmetric Fire Plumes: Accuracy and Limitations.
    Maryland Univ., College Park
    Fire Safety Journal, Vol. 38, No. 5, 467-492, September 2003

  • Franssen, J. M.
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    Heat Transfer by Radiation in Internal Cavities With a Complex Shape.
    University of Liege, Belgium
    Designing Structures for Fire. Proceedings. Co-Sponsored by: Society of Fire Protection Engieners and Structural Engineering Institute. September 30-October 1, 2003, DEStech Publications, Inc., Baltimore, MD, 33-42 p., 2003

  • Kodur, V. K. R.
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    Fire Resistance Design Guidelines for High Strength Concrete Columns.
    National Research Council of Canada, Ottawa, Ontario
    Designing Structures for Fire. Proceedings. Co-Sponsored by: Society of Fire Protection Engieners and Structural Engineering Institute. September 30-October 1, 2003, DEStech Publications, Inc., Baltimore, MD, 163-172 p., 2003

  • Cameron, N. J. K.; Usmani, A. S.
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    Ultimate Capacity of Composite Floor Slabs at the Fire Limit State.
    University of Edinburgh, UK
    Designing Structures for Fire. Proceedings. Co-Sponsored by: Society of Fire Protection Engieners and Structural Engineering Institute. September 30-October 1, 2003, DEStech Publications, Inc., Baltimore, MD, 217-226 p., 2003

  • Allam, A.
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    Behavior of Steel-Framed Structures Supporting Precast Concrete Slabs in Fire.
    Cantor Seinuk UK Ltd., London, England
    Strategies for Performance in the Aftermath of the World Trade Center. CIB-CTBUH Conference on Tall Buildings. Proceedings. Task Group on Tall Buildings: CIB TG50. CIB Publication No. 290. October 20-23, 2003, Kuala Lumpur, Malaysia, Shafii, F.; Bukowski, R.; Klemencic, R., Editors, 329-336 p., 2003

  • Anwar, N.; Haroon, U.; Junaid, M. T.
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    Progressive Analysis of Cross-Sections Exposed to Fire.
    Asian Institute of Technology, Bangkok, Thailand; Computers and Structures, Inc., Berkeley, CA
    Strategies for Performance in the Aftermath of the World Trade Center. CIB-CTBUH Conference on Tall Buildings. Proceedings. Task Group on Tall Buildings: CIB TG50. CIB Publication No. 290. October 20-23, 2003, Kuala Lumpur, Malaysia, Shafii, F.; Bukowski, R.; Klemencic, R., Editors, 449-456 p., 2003

  • Wakamatsu, T.; Hasemi, Y.; Kagiya, K.; Kamikawa, D.
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    Heating Mechanism of Unprotected Steel Beam Installed Beneath Ceiling and Exposed to a Localized Fire: Verification Using the Real-Scale Experiment and Effects of the Smoke Layer.
    Institute of Construction Technology, Ibaraki, Japan; Waseda Univ., Tokyo, Japan; National Institute for Land and Infrastructure Management, Ibaraki, Japan
    Fire Safety Science. Proceedings. Seventh (7th) International Symposium. International Association for Fire Safety Science (IAFSS). June 16-21, 2003, Intl. Assoc. for Fire Safety Science, Boston, MA, Worcester, MA, Evans, D. D., Editors, 1099-1110 p., 2003

  • Feng, M.; Wang, Y. C.; Davies, J. M.
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    Axial Strength of Cold-Formed Thin-Walled Steel Channels Under Non-Uniform Temperatures in Fire.
    University of Manchester, Oxford Road, Manchester, UK
    Fire Safety Journal, Vol. 38, No. 8, 679-707, December 2003

  • Reinhardt, J. W.; Do, D.; Fayer, J.
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    Temperature Distribution Within Solid Metal Cylinders Subjected to a Standard Aircraft Engine Fire. Data Report.
    Federal Aviation Administration, Atlantic City International Airport, NJ
    DOT/FAA/AR-04/1
    Department of Transportation, Washington, DC, DOT/FAA/AR-04/1
    April 2004
    38 p.

  • Kang, S. W.; Hong, S. G.
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    Analytical Method for the Behavior of a Reinforced ConcreteFlexural Member at Elevated Temperatures.
    Daewoo E&C, Suwon, South Korea; Seoul National University, South Korea
    Fire and Materials, Vol. 28, No. 2/4, 227-235, March/August 2004