displaying 21 - 30 results in total 52
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., 1986Abrams, M. S.
view article (1.0)Behavior of Inorganic Materials in Fire.ASTM STP 464; ASTM STP 685,National Fire Protection Association. Fire Protection Structure and Systems Design. Open Learning Fire Service Program. 65-115 pp, 1982 AND American Society for Testing and Materials. Fire Test Performance. ASTM STP 464. Smith, E. E. and Harmathy, T. Z. Editor(s), 14-75 pp, 1970 AND American Society for Testing and Materials. Design of Buildings for Fire Safety. Symposium Sponsored by ASTM Committee E05 on Fire Standards. ASTM STP 685. June 27, 1978, TH1092.S95 1979, Boston, MA, ASTM, Philadelphia, PA, Smith, E. E. and Harmathy, T. Z. Editor(s), 14-75, 1979, 1982Cornish, R. C.; Stevens, A. G.; Skinner, D.
view article (1.0)Short Term Creep and Tensile Data On AS A82 Wire. Project 6. Fire Resistance of Steels--High Temeprature Mechanical Properties.Melbourne Research Labs., Clayton, AustraliaMRL 6/6, January 19721, 49 p.Gillen, M.
view article (1.0)Short-Term Creep of Concrete at Elevated Temperatures.Portland Cement Assoc., Skokie, ILFire and Materials, Vol. 5, No. 4, 142-148, December 1981Skinner, D. H.; Cornish, R. C.; Toyama, M.
view article (1.0)Parameters for Short-Term and Anisothermal Creep. Project 6. Fire Resistance of Steels--High Temperature Mechanical Properties.Melbourne Research Labs., Clayton, AustraliaMRL 6/12, April 1973, 98 p.Quintiere, J. G.
view article (1.0)Correlation Work and Flame Spread.National Institute of Standards and Technology, Gaithersburg, MDDOT/FAA/CT-81/200,Department of Transportation, Federal Aviation Administration. Workshop on Mathematical Fire Modeling. March 24-27, 1981, Atlantic City, NJ, 101-124 p., 1981Gillen, M.
view article (1.0)Short-Term Creep of Concrete at Elevated Temperatures.Portland Cement Association, Skokie, ILNational Institute of Standards and Technology, Gaithersburg, MD, March 1979, 99 p.Cooney, R. C.; King, A. B.
view article (1.0)Serviceability Criteria for Buildings.Building Research Association of New Zealand, PoriruaBRANZ Study Report SR14, 1988, 38 p.Aschl, H.
view article (1.0)Mechanical Properties of Mass-Concrete at Elevated Temperatures.Aschl-Consult, Federal Republic of Germany3rd International Conference on Mechanical Behavior of Materials. August 20-24, 1979, Cambridge, England, 1-10 p., 1979Fields, B. A.; Fields, R. J.
view article (1.0)Elevated Temperature Deformation of Structural Steel.National Institute of Standards and Technology, Gaithersburg, MDAmerican Iron and Steel Institute, Washington, DC, NISTIR 88-3899, March 1989, 120 p.