displaying 291 - 300 results in total 308
Flint, G.; Lane, B.
view article (1.0)Take to the Floor.Fire Engineers Journal, Vol. 67, No. 282 / Fire Prevention, No. 418, 12-14,16, July 2007Wolfsgruber, J.; Rudy, M.
view article (1.0)Thermodynamic Analysis of the Fire Performance of Structural Wood-Metal Composites.Vienna University of TechnologyVolume 1,Interflam 2007. (Interflam '07). International Interflam Conference, 11th Proceedings. Volume 1. September 3-5, 2007, London, England, 665-676 p., 2007Kodur, V. K. R.; Garlock, M.; Iwankiw, N.
view article (1.0)National Workshop on Structures in Fire: State-of-the-Art, Research and Training Needs.Michigan State Univ., East Lansing; Princeton Univ., NJ; Hughes Associates, Inc., Chicago, ILNational Science Foundation, Arlington, VA; National Institute of Standards and Technology, Gaithersburg, MD, NIST GCR 07-915; CEE-RR-2007/03, December 2007, 55 p.National Workshop on Structures in Fire: State-of-the-Art, Research and Training Needs. Proceedings. June 11-12, 2007, East Lansing, MI, 2007Lane, B.; Heise, A.; Flint, G.
view article (1.0)Structural Fire Response of Tall Buildings in Multi-Storey Fire Events.Arup Fire, UKVolume 2,Interflam 2007. (Interflam '07). International Interflam Conference, 11th Proceedings. Volume 2. September 3-5, 2007, London, England, 993-1004 p., 2007Scholten, N. P. M.; vandeLeur, P. H. E.
view article (1.0)Eurocodes and Structural Fire Design.Foundation Expertcenter Regulations in Building (ERB), Delft, NL; DGMR Bouw bv, The Hague, NLPerformance-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, 337-348 p., 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, 2007Hamburger, R. O.
view article (1.0)Development of Next-Generation Performance-Based Structural Design Criteria.Simpson Gumpertz and Heger, Inc., San Francisco, CABuilding Safety Journal, Vol. 6, No. 3, 36-38, April/May 2008Fontana, M.
view article (1.0)Fire Engineering of Buildings: Some Aspects on the Situation in Switzerland and EuropeRecent Research at ETH Zurich.Institute of Structural Engineering - Steel, Timber and Composite Structures, SwitzerlandFire Science and Technology, Vol. 26, No. 2, 67-86, 2007Ellobody, E.; Bailey, C. G.
view article (1.0)Modeling of Unbonded Post-Tensioned Concrete Slabs Under Fire Conditions.Tanta Univ., Tanta, Egypt; Manchester Univ., UKFire Safety Journal, Vol. 44, No. 2, 159-167, February 2009