displaying 141 - 150 results in total 172
Hirashima, T.; Uesugi, H.
view article (1.0)Load-Bearing Capacity of H-Shaped Steel Columns Under Local Buckling at Elevated Temperature.Chiba Univ., Chiba-City, JapanFire Safety Science. Proceedings. Eighth (8th) International Symposium. International Association for Fire Safety Science (IAFSS). September 18-23, 2005, Intl. Assoc. for Fire Safety Science, Boston, MA, Beijing, China, Gottuk, D. T.; Lattimer, B. Y., Editors, 211-222 p., 2005Wald, F.; daSilva, S.; Moore, D. B.; Lennon, T.; Chladna, M.; Santiago, A.; Benes, M.; Borges, L.
view article (1.0)Experimental Behavior of a Steel Structure Under Natural Fire.Czech Technical University in Prague, Czech Republic; Coimbra Univ., Portugal; BCSA-British Constructional Steelwork Association, London, England; Building Research Establishment, Watford, UK; Slovak Technical Univ., Slovak Republic; École Polytechnique Fédérale de Lausanne, SwitzerlandFire Safety Journal, Vol. 41, No. 7, 509-522, October 2006Kodur, V. K. R.; Bisby, L. A.; Green, M. F.
view article (1.0)Experimental Evaluation of the Fire Behavior of Insulated Fibre-Reinforced-Polymer-Strengthened Reinforced Concrete Columns.Michigan State Univ., East Lansing; Queen's Univ., CanadaFire Safety Journal, Vol. 41, No. 7, 547-557, October 2006Duthinh, D.; Fritz, W. P.
view article (1.0)Safety Evaluation of Low-Rise Steel Structures Under Wind Loads by Nonlinear Database-Assisted Technique.National Institute of Standards and Technology, Gaithersburg, MDJournal of Structural Engineering, Vol. 133, No. 4, 587-594, April 2007Ramli-Sulong, N. H.; Elghazouli, A. Y.; Izzuddin, B. A.
view article (1.0)Behavior and Design of Beam-to-Column Connections Under Fire Conditions.Imperial College, London, EnglandFire Safety Journal, Vol. 42, No. 6-7, 437-451, September/October 2007Chowdhury, E. U.; Bisby, L. A.; Green, M. F.; Kodur, V. K. R.
view article (1.0)Investigation of Insulated FRP-Wrapped Reinforced Concrete Columns in Fires.Queen's Univ., Kingston, Canada; Michigan State Univ., East LansingFire Safety Journal, Vol. 42, No. 6-7, 452-460, September/October 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, 2007Kim, M. H.; Kim, S. D.; Kang, S. D.
view article (1.0)Behavior of iTECH Composite Beam in Fire: Experimental Study.Daejin Univ., Korea; Korea Univ., KoreaFire Science and Technology, Vol. 26, No. 2, 51-59, 2007