displaying 261 - 270 results in total 298
Franssen, J. M.; Pintea, D.; Dotreppe, J. C.
view article (1.0)Considering the Effects of Localised Fires in the Numerical Analysis of a Building Structure.Univ de Liège, 1 Chemin des Chevrevils, 4000 Liège, BelgiumFire Safety Journal, Vol. 42, No. 6-7, 473-481, September/October 2007Nadjai, A.; Vassart, O.; Ali, F.; Talamona, D.; Allam, A.; Hawes, M.
view article (1.0)Performance of Cellular Composite Floor Beams at Elevated Temperatures.Ulster Univ., Belfast, UK; Arcelor Profil Luxembourgh S.A Research Centre, L-4009 Esch-sur-Alzette, LuxembourgFire Safety Journal, Vol. 42, No. 6-7, 489-497, September/October 2007Frank, D.
view article (1.0)Cutting Metal I-Beams.Fire Engineering, Vol. 160, No. 10, 18,20,22, October 2007Purkiss, J. A.
view article (1.0)Fire Safety Engineering: Design of Structures. 2nd Edition.Fire Safety Engineering Design of Structures. Second (2nd) Edition, Purkiss, J. A., Editors, 419 p., 2007Al-Jabri, K. S.; Davison, J. B.; Burgess, I. W.
view article (1.0)Performance of Beam-to-Column Joints in Fire: A Review.Sultan Qaboos Univ., Al-Khod, Post Code 123, Oman; Sheffield Univ., UKFire Safety Journal, Vol. 43, No. 1, 50-62, January 2008Cavette, C.
view article (1.0)Support Beams.Fire Chief, Vol. 52, No. 1, 76,78-80, January 2008Liew, J. Y.R.; Tang, L. K.; Choo, Y. S.
view article (1.0)Advanced Analysis for Performance-Based Design of Steel Structures Exposed to Fires.National University of SingaporeJournal of Structural Engineering, Vol. 128, No. 12, 1584-1593, December 2002Suzuki, 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 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, 2007