displaying 1 - 10 results in total 141
Pettersson, O.
view article (1.0)Structural Fire Behavior: Development Trends.Lund Univ., Sweden['CIB W14/88/37 (S)', 'LUTVDG/TVBB-3031']CIB W14/88/37 (S); LUTVDG/TVBB-3031International Association for Fire Safety Science. Fire Safety Science. Proceedings. 1st International Symposium. October 7-11, 1985, Hemisphere Publishing Corp., NY, Gaithersburg, MD, Grant, C. E.; Pagni, P. J., Editors, 229-248 p., 1986Wickstrom, U.
view article (1.0)Numerical Procedure for Calculating Temperature in Hollow Structures Exosed to Fire.California Unv., Berkeley; Lund Inst. of Tech., Sweden['CIB W14/79/38 (S)', 'NBS GCR 77-100', 'Report 79-3']National Bureau of Standards, Gaithersburg, MD, CIB W14/79/38 (S); NBS GCR 77-100; Report 79-3
August 1977
62 p.Kordina, K.
view article (1.0)Concrete and Masonry Structures.Technische Universitat, BraunschweigCommission of the European Communities. Fires in Buildings. September 18-21, 1984, Elsevier Applied Science Publishers, NY, Luxembourg, Mourareau, R.; Thomas, M., Editors, 223-233 p., 1985Wiese, J.
view article (1.0)Fire Exposed Restraint Reinforced Concrete Slabs.Technische Univ., Braunschweig, West GermanyITSEMAP. International Meeting of Fire Research and Test Centers. Papers. October 7-9, 1986, Avila, Spain, 503-530 p., 1986Copier, W. J.
view article (1.0)Spalling of Normal Weight and Lightweight Concrete Exposed to Fire.IBBC-Instituto T.N.O. for Building Materials and Building Structures, Rijswijk (ZH), The NetherlandsFire Safety of Concrete Structures. ACI Committee 216. September 1980, San Juan, Puerto Rico, Abrams, M. S., Editors, 219-236 p., 1983Fukuta, T.; Yamanouchi, H.; Nishiyama, I.; Endoh, N.; Watanabe, T.
view article (1.0)Hysteresis Behavior of Three-Story Steel Frame With Concentric K-Braces. Part 1. U.S./Japan Cooperative Research Program.Building Research Institute, Tokyo, JapanBRI Research Paper 114BRI Research Paper 114
May 1985
139 p.Lie, T. T.
view article (1.0)Calculating Resistance to Fire.National Research Council of Canada, Ottawa, Ontario['UDC 699.81', 'CBD 204']UDC 699.81; CBD 204
May 1979
4 p.Fukuta, T.; Yamanouchi, H.
view article (1.0)Hysteresis Behavior of Three-Story Steel Frame With Concentric K-Braces. Part 2. (Ultimate Lateral Shear Capacity). U.S./Japan Cooperative Research Program.Building Research Institute, Tokyo, JapanBRI Research Paper 122BRI Research Paper 122
January 1987
29 p.Zwiers, R. I.; Morgan, B. J.
view article (1.0)Performance of Concrete Members Subjected to Large Hydrocarbon Pool Fires.Construction Technology Labs., Inc., Skokie, ILPCI Journal, 120-135, January/February 1989Borgnes, O.
view article (1.0)Temperature Response of Water Cooled Hollow Columns and Beams During Hydrocarbon Fire.Norske Veritas, Oslo, NorwayVERITAS-R-81-0202VERITAS-R-81-0202
March 12, 1981
19 p.