displaying 11 - 20 results in total 52
Knight, D.
view article (1.0)Anisothermal Behavior of a Tension Member. Project 18. Fire Resistance of Steels--Engineering Aspects.Melbourne Research Labs., Clayton, AustraliaMRL 18/4, September 1971, 38 p.Knight, D.
view article (1.0)Effect of Fire on Steel Structures. Project 18. Fire Resistance of Steels--Engineering Aspects.Melbourne Research Labs., Clayton, AustraliaMRL 18/8, May 1972, 58 p.Groenhout, R.; Knight, D.; Skinner, D. H.
view article (1.0)Steel Properties for Fire Resistance.Melbourne Research Labs., Clayton, AustraliaMRL 6/1, 1969, 84 p.Cornish, R. C.; Skinner, D.; Knight, D.
view article (1.0)Short Term Creep Data on Four Structural Steels. Project 6. Fire Resistance of Steels--High Temeprature Mechanical Properties.Melbourne Research Labs., Clayton, AustraliaMRL 6/3, January 1979, 54 p.Stevens, A. G.; Cornish, R. C.; Skinner, D.
view article (1.0)Tensile Data on Four Structural Steels. Project 6. Fire Resistance of Steels--High Temeprature Mechanical Properties.Melbourne Research Labs., Clayton, AustraliaMRL 6/5, November 1971, 56 p.Skinner, D. H.; Stevens, A. G.; Marks, G. L.
view article (1.0)Fire Resistance Properties of Three Steels. Project 6. Fire Resistance of Steels--High Temeprature Mechanical Properties.Melbourne Research Labs., Clayton, AustraliaMRL 6/9, March 1973, 40 p.Skinner, D. H.
view article (1.0)Measurement of High Temperature Properties of Steel. Project 6. Fire Resistance of Steels--High Temeprature Mechanical Properties.Melbourne Research Labs., Clayton, AustraliaMRL 6/10, May 1972, 63 p.Skinner, D. H.
view article (1.0)Behavior of Steel During Fires. Project 6. Fire Resistance of Steels--High Temperature Mechanical Properties.Melbourne Research Labs., Clayton, AustraliaMRL 6/11, May 1972, 67 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.Gillen, M.
view article (1.0)Short-Term Creep of Concrete at Elevated Temperatures.Portland Cement Assoc., Skokie, ILNational Bureau of Standards, Gaithersburg, MD, August 1982, 107 p.