displaying 3851 - 3860 results in total 4589
Ramachandran, G.
view article (1.0)Enhanced Structural Fire Protection for a Tall Building Against a Catastrophic Fire: Probabilistic Evaluation of Performance and Economic Value.Universities of Leeds and Manchester, UKPerformance-Based Codes and Fire Safety Design Methods, 7th International Conference. Sky is the Limit. Proceedings and Case Studies. April 16-18, 2008, Society of Fire Protection Engineers, Bethesda, MD, Auckland, New Zealand, 385-394 p., 2008Grosskopf, K. R.; Oppenheim, P.
view article (1.0)Ultra High Pressure Water Stream Characterization and Optimization.Florida Univ.Journal of Applied Fire Science, Vol. 15, No. 1, 1-21, 2006-2007Chuang, Y. J.; Wu, W. T.; Chen, H. Y.; Tang, C. H.; Lin, C. Y.
view article (1.0)Experimental Investigation of Fire Wall Insulation During a Standard Furnace Fire Test with Different Initial Ambient Air Temperatures.National Taiwan University of Science and TechnologyJournal of Applied Fire Science, Vol. 15, No. 1, 41-55, 2006-2007Kao, S. F.; Hsu, T. H.; Chang, K. Y.; Wu, Y. S.
view article (1.0)Experimental Study on the Performance of a Fire Damper Attached With Intumescent Seals.National Taipei University of Technology, Taiwan; China Institute of Technology, TaiwanJournal of Applied Fire Science, Vol. 15, No. 1, 57-74, 2006-2007Suzuki, J.
view article (1.0)Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 2: Stress Redistribution Mechanisms and High-Temperature Instability in Frames.Tokyo University of Science, JapanFire Science and Technology, Vol. 26, No. 3, 113-144, 2007Suzuki, J.
view article (1.0)Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 3: Theoretical Collapse Temperature of Frameworks.Tokyo University of Science, JapanFire Science and Technology, Vol. 26, No. 3, 145-176, 2007Suzuki, J.
view article (1.0)Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 4: Collapse Temperature of Frameworks With Seismic Design.Tokyo University of Science, JapanFire Science and Technology, Vol. 26, No. 3, 177-258, 2007Suzuki, J.
view article (1.0)Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 5: Behavior and Collapse Temperatures of Existing Frames During Fire Disasters.Tokyo University of Science, JapanFire Science and Technology, Vol. 26, No. 3, 259-282, 2007Billet, G.; Giovangigi, V.; deGassowski, G.
view article (1.0)Impact of Volume Viscosity on a Shock-Hydrogen-Bubble Interaction.ONERA 29, av. de la Division Leclerc, 92322 Chatillon Cedex, France; CNRS, Ecole Polytechnique, 91128 Palaiseau Cedex, France; BULL, 20, rue Dieumegard, 93406 Saint-Ouen Cedex, FranceCombustion Theory and Modelling, Vol. 12, No. 2, 221-248, April 2008Kagan, L.; Sivashinsky, G.
view article (1.0)Pattern Formation in Flame Spread Over Thin Solid Fuels.Tel Aviv Univ., IsraelCombustion Theory and Modelling, Vol. 12, No. 2, 269-281, April 2008