displaying 291 - 300 results in total 566
Sultan, M. A.; Lougheed, G. D.; Denham, M.; Monette, R. C.; MacLaurin, J. W.
view article (1.0)Temperature Measurements in Full-Scale Fire Resistance Tests on Non-Insulated Regular GypsumBoard Wall Assemblies.National Research Council of Canada, Ottawa, Ontario['Internal Report No. 674', 'IRC-IR-674']Internal Report No. 674; IRC-IR-674
December 1994
112 p.Lie, T. T.; Stanzak, W. W.
view article (1.0)Fire Resistance of Protected Steel Columns.National Research Council of Canada, Ottawa, Ontario['NRCC 13516', 'Research Paper 574']American Institute of Steel Construction, Vol. 10, No. 3, 82-94, Third Quarter 1973NRCC 13516; Research Paper 574Melvyn Green and Associates, Inc.
view article (1.0)Comparison of the Seismic Provisions of Model Building Codes and Standards to the 1991 NEHRP Recommended Provisions.Melvyn Green and Associates, Inc., Torrance, CANIST GCR 95-674National Institute of Standards and Technology, Gaithersburg, MD; Federal Emergency Management Agency, Washington, DC, NIST GCR 95-674
May 1995
92 p.Bizri, H.
view article (1.0)Structural Capacity of Reinforced Concrete Columns Subjected to Fire Induced Thermal Gradients.California Univ., BerkeleyUC SESM 73-1National Science Foundation, Washington, DC, UC SESM 73-1
Janaury 1973
205 p.Johnston, D. W.; Maini, P.; Stout, D. L., Jr.
view article (1.0)Emerging Technologies for Concrete and Steel Construction.North Carolina State Univ., RaleighSource Document 81Source Document 81
October 1992
263 p.Kodur, V. K. R.; Lie, T. T.
view article (1.0)Experimental Studies on the Fire Resistance of Circular Hollow Steel Columns Filled Wtih Steel-Fibre-Reinforced Concrete.National Research Council of Canada, Ottawa, OntarioInternal Report No. 691Internal Report No. 691
June 1995
35 p.Fire Prevention
view article (1.0)Fire Performance of Steel-Faced Composite Panels With Rigid Urethane Foam Cores.Fire Prevention, No. 282, 18-19, September 1995Kodur, V. K. R.; Lie, T. T.
view article (1.0)Structural Fire Protection Through Concrete Filling for Hollow Steel Columns.National Research Council of Canada, Ottawa, OntarioNational 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., 1995Talamona, D. R.; Franssen, J. M.; Recho, N.
view article (1.0)Buckling of Eccentrically Loaded Steel Columns Submitted to Fire.C.T.I.C.M., France; Institut du Genie Civil, Liege, Belgium; L.M.T.M.S., Cedex, FranceNational 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, 533-538 p., 1995Wang, Y. C.
view article (1.0)Theoretical Investigation Into the Residual Deformation of Steel Beams After a Fire and Its Design Implications.Building Research Establishment, UKNational 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, 539-544 p., 1995