displaying 871 - 880 results in total 953
Hall, J. R., Jr.
view article (1.0)Deaths and Injuries Due to Non-Fire Exposure to Gases.National Fire Protection Association, Quincy, MANFPA USS54NFPA USS54
March 2008
6 p.Hofmeister, C. E.; Izbicki, T.
view article (1.0)Middle Ground Approach to Structural Fire Resistance Analysis.Rolf Jensen and Associates, Inc., Raleigh, NC; Rolf Jensen and Associates, Inc., Addison, TXPerformance-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, 373-383 p., 2008Babich, M. A.; Bhooshan, B.; Brundage, P.; Cobb, D.; Recht, J. R.; Thomas, T. A.
view article (1.0)Risk Assessment of Potential Chronic Hazards Associated With the Use of Flame Retardant Chemicals in Mattresses and Upholstered Furniture.Consumer Product Safety Commission, Washington, DCINDA-TAPPI International Nonwovens Technical Conference. Proceedings. September 19-22, 2005, St. Louis, MO, 1-14 p., 2005Chuang, 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, 2006-2007Suzuki, J.
view article (1.0)Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 1: Preface..Tokyo University of Science, JapanFire Science and Technology, Vol. 26, No. 3, 93-112, 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, 2007Suzuki, J.
view article (1.0)Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 6: Summary.Tokyo University of Science, JapanFire Science and Technology, Vol. 26, No. 3, 283-296, 2007