displaying 2701 - 2710 results in total 2977
Kim, A.; Crampton, G.
view article (1.0)Fire Protection of Power Transformers With Compressed-Air-Foam (CAF) System.National Research Council of Canada, Ottawa, OntarioNRCC-49485NRCC-49485Asia-Oceania Symposium on Fire Science and Technology (AOSFST) Symposium, 7th. Proceedings. September 19-22, 2007, Hong Kong, 1-8 p., 2007Hurley, M. J.; Munguia, A.
view article (1.0)Analysis of FDS Thermal Detector Response Prediction Capability.Society of Fire Protection Engineers, Bethesda, MDNIST GCR 09-921National Institute of Standards and Technology, Gaithersburg, MD, NIST GCR 09-921
January 2009
105 p.Mizuno, K.; Wakamatsu, T.; Tanaka,T.
view article (1.0)Prediction of Temperature Properties of Exterior Steel Structural Members Exposed to Fire: Outline of a Three-Dimensional Heat Flow Analysis Model.Fire Science and Technology, Vol. 26, No. 4 (Special Issue), 297-302, 2007Wakamatsu, T.; Okinaga, S.; Mizuno, M.; Wakamatsu, T.
view article (1.0)Heating Mechanism of Double Tubular Steel Columns. Part 2: Numerical Analysis and Comparison With the Experimental Results.Nihon Fire Safety Design Consultancy and Research Institute, Japan; Tokyo University of Science, JapanFire Science and Technology, Vol. 26, No. 4 (Special Issue), 321-326, 2007Suzuki, J.; Suzuki, H.; Wakamatsu, T.; Ohmiya, Y.; Terakawa, T.
view article (1.0)Ultimate Temperature of Steel Frames Exposed to Fire. Part 1: Stress Redistribution and Ultimate Temperature of Steel Frames.Tokyo University of Science, Japan; Tsukuba Univ., JapanFire Science and Technology, Vol. 26, No. 4 (Special Issue), 333-338, 2007Suzuki, H.; Suzuki, J.; Wakamatsu, T.; Ohmiya, Y.; Terakawa, T.
view article (1.0)Ultimate Temperature of Steel Frames Exposed to Fire. Part 2: Stress Redistribution and Limit of Deformation of Steel Frames.Tsukuba Univ., Japan; Tokyo University of Science, JapanFire Science and Technology, Vol. 26, No. 4 (Special Issue), 339-344, 2007Terakawa, T.; Suzjik, J.; Suzuki, H.; Wakamatsu, T.; Ohmiya, Y.
view article (1.0)Ultimate Temperature of Steel Frames Exposed to Fire. Part 3: Influence of Local Buckling on the Ultimate Temperature of Steel Frames.Tokyo University of Science, Japan; Tsukuba Univ., JapanFire Science and Technology, Vol. 26, No. 4 (Special Issue), 345-350, 2007Park, S.; Tanigawa, Y.
view article (1.0)Estimation of Fire Damage in High-Strength Mortar Mixed Polypropylene Fibers by Ultrasonic Tomography.Tokyo University of Science, Japan; Meijo Univ., JapanFire Science and Technology, Vol. 26, No. 4 (Special Issue), 351-359, 2007Ozaki, F.; Wakamatsu, T.
view article (1.0)Studies on Ultimate Temperatures of Steel Columns Subjected to Thermal Elongations of Beams at a Fire.Former Tokyo University of Science, Japan; Tokyo University of Science, JapanFire Science and Technology, Vol. 26, No. 4 (Special Issue), 313-308, 2007Ohlemiller, T. J.
view article (1.0)Smoldering Combustion.National Institute of Standards and Technology, Gaithersburg, MDNFPA HFPE08NFPA HFPE08SFPE Handbook of Fire Protection Engineering. 4th Edition. Section 2. Chapter 9, DiNenno, P. J.; Drysdale, D.; Beyler, C. L.; Walton, W. D.; Custer, R. L. P.; Hall, J. R., Jr.; Watts, J. M., Jr., Editors, 2/229-240 p., 2008