FireDOC Search

displaying 111 - 120 results in total 138

• Kodur, V. K. R.; Green, M. F.; Bisby, L. A.; Williams, B.
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  Evaluating the Fire Performance of FRP-Strengthened Concrete Structures.
  NRCC-47021
  Concrete Engineering International, Vol. 8, No. 2, 48-50, Summer 2004
  NRCC-47021

• Chang, J.; Buchanan, A. H.; Moss, P. J.
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  Effect of Insulation on the Fire Behavior of Steel Floor Trusses.
  University of Canterbury, Christchurch, New Zealand
  Fire and Materials, Vol. 29, No. 4, 181-194, July/August 2005

• Fanella, D. A.; Derecho, A. T.; Ghosh, S. K.
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  Maintenance and Modifications to Structural Systems. Federal Building and Fire Safety Investigation of the World Trade Center.
  S.K.Shosh Associates Inc.
  NIST NCSTAR 1-1C
  National Institute of Standards and Technology, Gaithersburg, MD, NIST NCSTAR 1-1C
  September 2005
  169 p.

• Grill, R. A.; Johnnson, D. A.; Fanella, D. A.
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  Post-Construction Modifications to Fire Protection, Life Safety, and Structural Systems of World Trade Center 7. Federal Building and Fire Safety Investigation of the World Trade Center Disaster.
  Rolf Jensen and Associates, Inc., Deerfield, IL
  NIST NCSTAR 1-1I
  NIST NCSTAR 1-1I
  September 2005
  37 p.

• Kulkarni, A. K.; Kim, C. I.; Mitler, H. E.
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  Time-Dependent Local Mass Rate of Finite-Thickness Burning Walls of PMMA.
  Pennsylvania State Univ., University Park; National Institute of Standards and Technology, Gaithersburg, MD
  ASME HTD Vol. 176
  ASME HTD Vol. 176
  September 1990
  American Society of Mechanical Engineers (ASME). Heat and Mass Transfer in Fire and Combustion Systems. ASME HTD Vol. 176. 1991, ASME, New York, Yao, S. C.; Chung, J. N., Editors, 1-7 p., ['1990', '1991']

• Fellinger, J.; Stark, J.; Walraven, J.
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  Shear and Anchorage Behavior of Fire Exposed Hollow Core Slabs.
  TNO Centre for Fire Research, Delft, The Netherlands; Delft University of Technology, The Netherlands
  Fire Safety (Special Issue), Vol. 50, No. 4, 279-301, 2005

• Kumar, A.; Tien, J. S.
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  Computational Study of Low Oxygen Flammability Limit for Thick Solid Slabs.
  Case Western Reserve Univ., Cleveland, OH
  Combustion and Flame, Vol. 146, No. 1/2, 366-378, July 2006

• Wald, F.; daSilva, S.; Moore, D. B.; Lennon, T.; Chladna, M.; Santiago, A.; Benes, M.; Borges, L.
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  Experimental Behavior of a Steel Structure Under Natural Fire.
  Czech Technical University in Prague, Czech Republic; Coimbra Univ., Portugal; BCSA-British Constructional Steelwork Association, London, England; Building Research Establishment, Watford, UK; Slovak Technical Univ., Slovak Republic; École Polytechnique Fédérale de Lausanne, Switzerland
  Fire Safety Journal, Vol. 41, No. 7, 509-522, October 2006

• Kodur, V. K. R.; Bisby, L. A.; Green, M. F.
  view article (1.0)

  Preliminary Guidance for the Design of FRP-Strengthened Concrete Members Exposed to Fire.
  Michigan State Univ., East Lansing; Queens Univ., Ontario, Canada
  Journal of Fire Protection Engineering, Vol. 17, No. 1, 5-26, February 2007

• Bostrom, L.; Wickstrom, U.; Adl-Zarrabi, B.
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  Effect of Specimen Size and Loading Conditions on Spalling of Concrete.
  SP Fire Technology, Box 857, SE-501 15 Bora?s, Sweden
  Fire and Materials, Vol. 31, No. 3, 173-186, April/May 2007