displaying 671 - 680 results in total 728
MacGrath, B.
view article (1.0)Societal Impact of Fire Sprinklers.FM GlobalInternational Fire Protection (IFP) Magazine, No. 33, 33-34,36,38, February 2008Goldfeder, W.
view article (1.0)Gas Leak and Explosion!Firehouse, Vol. 33, No. 4, 36,38,40-41, April 2008Putnam, W. F.
view article (1.0)Lawrence Is Burning!Firehouse, Vol. 33, No. 4, 72-74,76,78-82, April 2008Bradish, J. K.
view article (1.0)Indiana: On The Job. Seven-Alarm Fire Destroys Richmond Warehouse.Firehouse, Vol. 33, No. 4, 106-110,112-113, April 2008Suzuki, 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