displaying 1 - 10 results in total 78
Brenden, J. J.; Chamberlain, D. L.
view article (1.0)Heat Release Rates From Wall Assemblies. Oxygen Consumption and Other Methods Compared.Forest Products Laboratory, Madison, WI; National Bureau of Standards, Gaithersburg, MDCIB W14/88/07 (USA); FPL Research Paper 476, June 1986, 23 p.Wickstrom, U.
view article (1.0)Numerical Procedure for Calculating Temperature in Hollow Structures Exosed to Fire.California Unv., Berkeley; Lund Inst. of Tech., SwedenNational Bureau of Standards, Gaithersburg, MD, CIB W14/79/38 (S); NBS GCR 77-100; Report 79-3, August 1977, 62 p.Kanury, A. M.; Holve, D. J.
view article (1.0)Theoretical Analysis of the ASTM E-119 Standard Fire Test of Building Construction and Materials. Final Report.Stanford Research Inst., Menlo Park, CANational Bureau of Standards, Gaithersburg, MD, NBS GCR 76-50, August 1975, 141 p.Harmathy, T. Z.
view article (1.0)Correction of the Results of Standard Fire Resistance Tests.National Research Council of Canada, Ottawa, OntarioJournal of Testing and Evaluation (JTEVA), Vol. 13, No. 4, 303-307, July 1985CIB W14/86/21 (C); DBR Paper 1328; NRCC 25045,Bresler, B.; Iding, R. H.
view article (1.0)Effect of Fire Exposure on Structural Response and Fireproofing Requirements of Structural Steel Frame Assemblies.Wiss, Janney, Elstner Associates, Inc., Emeryville, CAASTM STP 882,American Society for Testing and Materials. Fire Safety: Science and Engineering. ASTM STP 882. June 26-17, 1984, Denver, CO, Harmathy, T. Z., Editors, 206-222 p., 1984Jeanes, D. C.
view article (1.0)Computer Modeling the Fire Endurance of Floor Systems in Steel-Framed Buildings.American Iron and Steel Inst., Washington, DCASTM STP 882,American Society for Testing and Materials. Fire Safety: Science and Engineering. ASTM STP 882. June 26-17, 1984, Denver, CO, Harmathy, T. Z., Editors, 223-238 p., 1984Schwartz, K. J.; Lie, T. T.
view article (1.0)Investigating the Unexposed Surface Temperature Criteria of Standard ASTM E119.Rolf Jensen & Associates, Inc.; National Research Council of CanadaFire Technology, Vol. 21, No. 3, 169-180, August 1985NRCC 25544; IRC Paper 1359,Lin, T. D.; Ellingwood, B.; Piet, O.
view article (1.0)Flexural and Shear Behavior of Reinforced Concrete Beams During Fire Tests.Portland Cement Assoc., Skokie, ILNational Bureau of Standards, Gaithersburg, MD, CIB W14/88/04 (USA); NBS GCR 87-536, November 1987, 104 p.Abrams, M. S.
view article (1.0)Fire Test of Floor or Roof Assembly With I/D Components. PCA Research and Development Bulletin.Portland Cement Association, Skokie, ILBulletin RD040.01B, 1976, 8 p.Lin, T. D.; Abrams, M. S.
view article (1.0)Fire Tests of Reinforced Concrete Beams.Portland Cement Assoc., Skokie, ILNational Bureau of Standards, Gaithersburg, MD, July 1981, 203 p.