displaying 81 - 90 results in total 140
Ranby, A.
view article (1.0)Structural Fire Design of Thin Walled Steel Sections.Lulea University of Technology, Stockholm, Sweden['Thesis', '1999:05', 'LTU-LIC-99/5-SE']Thesis; 1999:05; LTU-LIC-99/5-SE
1999
143 p.Wang, Y. C.; Kodur, V. K. R.
view article (1.0)Approach for Calculating the Failure Loads of Unprotected Concrete Filled Steel Columns Exposed to Fire.Building Research Establishment, Watford, England; National Research Council of Canada, Ottawa, OntarioStructural Engineering and Mechanics, Vol. 7, No. 2, 127-145, February 1999Wang, Y. C.; Kodur, V. K. R.
view article (1.0)Approach for Calculating the Failure Loads of Unprotected Concrete Filled Steel Columns Exposed to Fire.Building Research Establishment, Garston, England; National Research Council of Canada, Ottawa, OntarioEngineering and Mechanics, Vol. 7, No. 2, 127-145, February 1999Kodur, V. K. R.
view article (1.0)Performance-Based Fire Resistance Design of Concrete-Filled Steel Columns.National Research Council of Canada, Ottawa, OntarioNRCC 42538Journal of Constructional Steel Research, Vol. 51, 21-36, 1999NRCC 42538Kodur, V. K. R.
view article (1.0)Performance of High Strength Concrete-Filled Steel Columns Exposed to Fire.National Research Council of Canada, Ottawa, OntarioNRCC 42042Canadian Journal of Civil Engineering, Vol. 25, No. 6, 975-981, December 1998NRCC 42042MacKinnon, D. H.; Kodur, V. K. R.
view article (1.0)Fire Resistance of Steel-Fibre Reinforced Concrete-Filled Steel HSS Columns.National Research Council of Canada, Ottawa, OntarioNRCC 43144CSCC Fire Protection Bulletin, No. 26, 1-4, December 1998NRCC 43144Kodur, V. K. R.; Mackinnon, d. H.
view article (1.0)Design of Concrete-Filled Hollow Structural Steel Columns for Fire Endurance.National Research Council of Canada, Ottawa, Ontario; Canadian Steel Construction Council, Ontario, CanadaEngineering Journal: American Institute of Steel Construction, Vol. 37, No. 1, 13-20, First QuarterKodur, V. K. R.; Sultan, M. A.
view article (1.0)Enhancing the Fire Resistance of Steel Columns Through Composite Construction.National Research Council of Canada, Ottawa, OntarioNRCC 43936NRCC 43936Composite and Hybrid Structures. ASCCS International Conference on Steel-Concrete Composite Structures, 6th. Volume 1. Proceedings. Organized by Association for International Cooperation and Research in Steel-Concrete Composite Structures (ASCCS). March 22-24, 2000, Los Angeles, CA, Xiao, Y.; Mahin, S. A., Editors, 279-286 p., 2000Dhima, D.; Joyeux, D.; Kruppa, J.
view article (1.0)Fire Safety Engineering: Numerical Assessment of the Mechanical Behavior of a Steel Structure Exposed to Natural Fire.CTICM-Research and Fire Engineering Section, FranceFire Safety Science. Proceedings. Sixth (6th) International Symposium. International Association for Fire Safety Science (IAFSS). July 5-9, 1999, Intl. Assoc. for Fire Safety Science, Boston, MA, Poitiers, France, Curtat, M., Editors, 903-914 p., 2000Ali, F.; O'Connor, D.
view article (1.0)Structural Performance of Rotationally Restrained Steel Columns in Fire.University of Ulster, Jordanstown, UKFire Safety Journal, Vol. 36, No. 7, 679-691, October 2001