displaying 131 - 140 results in total 373
Brannigan, F. L.
view article (1.0)Can High-Rise Columns Fall?Fire Engineering, Vol. 144, No. 11, 63-68, November 1991Ingberg, S. H.
view article (1.0)Hose-Stream Test as a Part of Fire-Testing Procedure.Structural and Fire Protection Engineer, Bethesda, MDASTM STP 344ASTM STP 344Fire Test Methods Symposium. Fourth (4th) Pacific Area Meeting Papers. Proceedings. American Society for Testing and Materials. ASTM STP 344. 1962, ASTM, Philadelphia, PA, 57-68 p., 1962Burgess, I. W.; Olawale, A. O.; Plank, R. J.
view article (1.0)Failure of Steel Columns in Fire.Sheffield Univ., UKFire Safety Journal, Vol. 18, No. 2, 183-201, 1992Mitchell, N. D.
view article (1.0)Fire Tests of Columns Protected With Gypsum.National Bureau of Standards, Gaithersburg, MDRP 563Journal of Research of the National Bureau of Standards, Vol. 10, 737-755, June 1933RP 563Nielsen, H. J.; Tao, L.; Wolf, L.
view article (1.0)Analysis of Convection Column Above a Fire Storm. Final Report.IIT Research Inst., Chicago, ILIIT RI Project A6004Office of Civil Defense, Washington, DC, IIT RI Project A6004
April 1, 1963
72 p.Thomas, F. G.; Webster, C. T.
view article (1.0)Investigations on Building Fires. Part 6. The Fire Resistance of Reinforced Concrete Columns. National Building Studies Research Paper No. 18.Fire Research Station, Borehamwood, EnglandResearch Paper 18Research Paper 18
1953
82 p.Stone, W. C.; Taylor, A. W.
view article (1.0)System Identification of Spirally Reinforced Circular Bridge Columns Subjected to Cyclic Lateral Loading.National Institute of Standards and Technology, Gaithersburg, MDNIST SP 820NIST SP 820
September 1991U.S./Japan Natural Resources Development Program (UJNR). Wind and Seismic Effects. Joint Meeting of the U.S./Japan Cooperative Program in Natural Resources Panel on Wind and Seismic Effects, 23rd. May 14-17, 1991, Tsukuba, Japan, Raufaste, N. J., Jr., Editors, 269-293 p., 1991Okabe, T.; Furumura, F.; Ave, T.; Shinohara, Y.
view article (1.0)Elasto-Plastic-Creep Three-Dimensional Analysis of Steel H-Columns Subjected to High Temperature.Kumamoto Univ., Japan; Tokyo Institute of Technology, JapanInternational Association for Fire Safety Science. Fire Safety Science. Proceedings. 3rd International Symposium. July 8-12, 1991, Elsevier Applied Science, New York, Edinburgh, Scotland, Cox, G.; Langford, B., Editors, 741-750 p., 1991Kaufman, J. G.; Kasser, R. C.
view article (1.0)Fire Protection for Aluminum Alloy Structural Shapes.Alcoa Research Lab., New Kensington, PA; Aluminum Company of America, Pittsburgh, PACivil Engineering, Vol. 33, No. 3, 46-47, March 1973Lie, T. T.; Harmathy, T. Z.
view article (1.0)Fire Endurance of Concrete-Protected Steel Columns.National Research Council of Canada, Ottawa, Ontario['NRCC 13876', 'Research Paper 597']Journal of the American Concrete Institute, Vol. 71, No. 1, 29-32, January 1974NRCC 13876; Research Paper 597