displaying 1 - 10 results in total 172
Lie, T. T.; Lin, T. D.
view article (1.0)Fire Performance of Reinforced Concrete Columns.National Research Council of Canada, Ottawa, Ontario; Portland Cement Assoc., Skokie, ILCIB W14/86/22 (C); ASTM STP 882; NRCC 25351, 1985,American Society for Testing and Materials. Fire Safety: Science and Engineering. ASTM STP 882. June 26-27, 1984, Denver, CO, Harmathy, T. Z., Editors, 176-205 p., ['1984', '1985']Harmathy, T. Z.
view article (1.0)Deflection and Failure of Steel-Supported Floors and Beams in Fire.National Research Council of Canada, Ottawa, OntarioResearch Paper 345; ASTM STP 422, December 1967,American Society for Testing and Materials. ASTM STP 422, Symposium on Fire Test Methods, Restraint and Smoke, 1966, 40-62 p., ['1966', '1967']Quast, U.; Hab, R.; Rudolph, K.
view article (1.0)STABA-F: A Computer Program for the Determination of Load-Bearing and Deformation Behavior of Uni-Axial Structural Elements Under Fire Action.Technical Univ. of Braunschweig, West GermanyCIB W14/84/30 (FRG), March 1984, 15 p.Wright, P. D.
view article (1.0)Development of a Procedure and Rig for Testing the Racking Resistance of Curtain Wall Glazing.Building Research Association of New Zealand, PoriruaBRANZ Study Report SR17, 1989, 40 p.Skinner, D. H.
view article (1.0)Mechanical Behavior of Steel During Fires. Project 6. Fire Resistance of Steels--High Temeprature Mechanical Properties.Melbourne Research Labs., Clayton, AustraliaMRL 006/75/013, November 1974, 161 p.Harmathy, T. Z.; Berndt, J. E.
view article (1.0)Hydrated Portland Cement and Lightweight Concrete at Elevated Temperatures.National Research of Canada, Ottawa, OntarioAmerican Concrete Institute Journal, Vol. 63, No. 1, 93-112, January 1966Research Paper 280; NRC 8847,Bulysov, M.; Drozdov, R. Y.
view article (1.0)High-Temperature Testing Device for Determining the Deformation of Heat-Resistant Materials and Their Temperature.FTD-TT-65-638, April 25, 1963, 3 p.Kordina, K.; Wydra, W.; Ehm, C.
view article (1.0)Analysis of the Developing Damage of Concrete Due to Heating and Cooling.Technical Univ. Braunschweig, West GermanyACI SP-92-6,Evaluation and Repair of Fire Damage to Concrete, American Concrete Inst., Detroit, MI, Harmathy, T. Z., Editors, 87-113 p., 1986Krampf, L.; Hasksever, A.
view article (1.0)Possibilities of Assessing the Temperatures Reached by Concrete Building Elements During a Fire.Technical Univ. of Braunschweig, West GermanyACI SP-92-7,Evaluation and Repair of Fire Damage to Concrete, American Concrete Inst., Detroit, MI, Harmathy, T. Z., Editors, 115-142 p., 1986Lie, T. T.; Rowe, T. J.; Lin, T. D.
view article (1.0)Residual Strength of Fire-Exposed Reinforced Concrete Columns.National Research Council of Canada, Ottawa, Ontario; Portland Cement Association, Skokie, ILACI SP-92-9,Evaluation and Repair of Fire Damage to Concrete, American Concrete Inst., Detroit, MI, Harmathy, T. Z., Editors, 153-174 p., 1986