displaying 191 - 200 results in total 373
Mowrer, F. W.
view article (1.0)Combustible Building Elements and Their Attributes.Maryland Univ., College ParkInterscience Communications Limited. Fire and Materials. 3rd International Conference and Exhibition. October 27-28, 1994, Arlington, VA, 207-216 p., 1994Wang, Y. C.; Moore, D. B.
view article (1.0)Effect of Thermal Restraint on Column Behavior in a Frame.Building Research Establishment, Garston, EnglandInternational 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, 1055-1066 p., 1994Schneider, U.; Morita, T.; Franssen, J. M.
view article (1.0)Concrete Model Considering the Load History Applied to Centrally Loaded Columns Under Fire Attack.Technical University of Vienna, Austria; University of Liege, BelgiumInternational 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, 1101-1112 p., 1994Baker, D. J.; Xie, Y. M.
view article (1.0)Elasto-Plastic-Creep Analysis of Restrained Steel Columns Exposed to Fire.Victoria University of Technology, Melbourne, AustraliaInternational 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, 1113-1124 p., 1994Franssen, J. M.; Schleich, J. B.; Cajot, L. G.; Talamona, D.; Zhao, B.; Twilt, L.; Both, K.
view article (1.0)Comparison Between Five Structural Fire Codes Applied to Steel Elements.University of Liege, Belgium; ProfilARBED-Recherches, Luxembourg; CTICM, St. Remy-Les-Chevreuse; T.N.O., Rijkswijk, NetherlandInternational 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, 1125-1136 p., 1994Uesugi, H.; Someya, T.; Saitoh, H.; Kubota, S.; Sakumoto, S.
view article (1.0)Load Bearing and Deformation Capacity of Fire Resistance Steel Tubular Columns at Elevated Temperature.Chiba Univ., Japan; Nippon Steel Corp., Tokyo, JapanInternational 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, 1149-1158 p., 1994National Research Council of Canada
view article (1.0)Fire Resistance of Plain Concrete-Filled Steel Hollow Structural Section Columns.National Research Council of Canada, Ottawa, Ontario['NRCC 38749', 'Bulletin 21']NRCC 38749; Bulletin 21
1994
2 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.Lie, T. T.; Gosselin, G. C.; Kim, A. K.
view article (1.0)Applicability of Temperature Predicting Models to Building Elements Exposed to Room Fires.National Research Council of Canada, Ottawa, OntarioJournal of Applied Fire Science, Vol. 4, No. 2, 83-93, 1994/1995Ideka, K.; Nakamura, K.; Saito, H.; Klingsch, W.
view article (1.0)Fire Resistance of Unbonded Tubular Concrete Column.Shimizu Corp., Japan; Building Research Inst., Tokyo, Japan; Chiba Univ., Japan; Wuppertal Univ., GermanyInterscience Communications Limited. ASIAFLAM '95. International Conference on Fire Science and Engineering, 1st. Proceedings. March 15-16, 1995, Kowloon, Hong Kong, 375-384 p., 1995