displaying 151 - 160 results in total 308
Inha, T.
view article (1.0)Simple Finnish Method for the Structural Fire Design of Composite Structures.Tampere University of Technology, FinlandNational Science Foundation; Engineering Foundation; Federal Highway Administration; American Iron and Steel Institute; Nuclear Research and Development. Composite Construction in Steel and Concrete II. Proceedings of an Engineering Foundation Conference. 1992, ASCE, New York, NY, Potosi, MO, Easterling, W. S.; Roddis, W. M. K., Editors, 210-225 p., 1992Falke, J.
view article (1.0)Comparison of Simple Calculation Methods for the Fire Design of Composite Columns and Beams.DSTV, Koeln, GermanyNational Science Foundation; Engineering Foundation; Federal Highway Administration; American Iron and Steel Institute; Nuclear Research and Development. Composite Construction in Steel and Concrete II. Proceedings of an Engineering Foundation Conference. 1992, ASCE, New York, NY, Potosi, MO, Easterling, W. S.; Roddis, W. M. K., Editors, 226-241 p., 1992Building Research Institute
view article (1.0)Proposal of Structural Design Method of Stainless Steel Buildings Structures.Building Research Inst., Tokyo, JapanBRI Research Paper 141BRI Research Paper 141
September 1994
70 p.El-Rimawi, J. A.; Burgess, I. W.; Plank, R. J.
view article (1.0)Model Studies of Composite Building Frame Behavior in Fire.Loughborough University of Technology, UK; University of sheffield, UKInternational Association for Fire Safety Science. Fire Safety Science. Proceedings. 4th International Symposium. July 13-17, 1994, Intl. Assoc. for Fire Safety Science, Boston, MA, Ottawa, Ontario, Canada, Kashiwagi, T., Editors, 1137-1148 p., 1994Commission of the European Communities
view article (1.0)EUROCODE 1: Basis of Design and Actions on Structures. Part 2.7: Actions on Structures Exposed to Fire.ISO/TC92/SC2 WG2 N 222ISO/TC92/SC2 WG2 N 222
April 1993
37 p.Commission of the European Communities
view article (1.0)EUROCODE 2: Design of Concrete Structures. Part 1.2: Structural Fire Design.ISO/TC92/SC2 WG2 N 223ISO/TC92/SC2 WG2 N 223
October 1993
83 p.Commission of the European Communities
view article (1.0)EUROCODE 3: Design of Steel Structures. Part 1.2: Structural Fire Design. Draft.['ISO/TC92/SC2 WG2 N 224', 'CEN/TC250/SC3', 'prENV 1993-1-2']ISO/TC92/SC2 WG2 N 224; CEN/TC250/SC3; prENV 1993-1-2
August 1993
66 p.Kruppa, J.; Lawson, R. M.; Schaumann, P.; Schleich, J.B.; Twilt, L.
view article (1.0)EUROCODE 4: Design of Composite Steel and Concrete Structures. Part 1.2: Structural Fire Design. Draft.['ISO/TC92/SC2 WG2 N 225', 'CEN/TC250/SC4 N56', 'prENV 1994-1-2']ISO/TC92/SC2 WG2 N 225; CEN/TC250/SC4 N56; prENV 1994-1-2
November 22, 1993
80 p.Hosser, D.; Dorn, T.; Richter, E.
view article (1.0)Evaluation of Simplified Calculation Methods for Structural Fire Design.University of Braunschweig, GermanyISO/TC92/SC/WG2 N 227Fire Safety Journal, Vol. 22, No. 3, 249-304, 1994ISO/TC92/SC/WG2 N 227Wu, C.; Geremia, J. O.
view article (1.0)Analog Simulation of a Fire Safety Probability Model for High-Rise Buildings.Fire Technology, Vol. 9, No. 3, 176-181, August 1973