displaying 51 - 60 results in total 373
Wharton, R. K.
view article (1.0)Anomalous Behavior in Certain Versions of the Critical Oxygen Index Test.Health and Safety Executive, Buxton, EnglandFire and Materials, Vol. 5, No. 1, 6-13, March 1981Rubert, A.; Schaumann, P.
view article (1.0)Critical Temperatures of Steel Columns Exposed to Fire.Arbed Research, Esch-sur-Alzette, Luxembourg; Ing.-Buro HRA Haensel-Roik-Albrecht, Bochum, West GermanyFire Safety Journal, Vol. 13, No. 1, 39-44, April 1988European Convention for Construction Steelwork (ECCS). Workshop on Mechanical Properties at Elevated Temperatures. June 12, 1986., Arnhem, The Netherlands, Twilt, L., Editors, 1988Wickstrom, U.
view article (1.0)Temperature Calculation of Insulated Steel Columns Exposed to Natural Fire.National Testing Inst., Boras, Sweden['CIB W14/81/22 (S)', 'SP-RAPP 1981:15']CIB W14/81/22 (S); SP-RAPP 1981:15
1981
27 p.Wharton, R. K.
view article (1.0)Note on the Column Dimensions Permitted by ASTM D 2863 for Critical Oxygen Index Testing.Health and Safety Executive, Buxton, EnglandJournal of Fire and Flammability, Vol. 12, No. 3, 236-239, July 1981Jumppanen, U. M.; Paavola, J.
view article (1.0)Sheet Steel--Mineral Wool Fire Protection of Steel Columns.Technical Research Center, Espoo, FinlandInternational Association for Bridge and Structural Engineering (IABSE) Colloquium. Thin-Walled Metal Structures in Buildings. Volume 49. June 1986, Stockholm, Sweden, 459-471 p., 1986Hull, W. A.
view article (1.0)Fire Tests of Concrete Columns.Bureau of Standards, Pittsburgh, PAAmerican Concrete Institute, Vol. 15, 1-15, 1919Fire
view article (1.0)Behavior of Steel Portal Frames in Boundary Conditions--Design Guide.Fire, Vol. 72, No. 901, 84, July 1980Bresler, B.; Bizri, H.
view article (1.0)Reinforced Concrete Column Response to Fire. Discussion No. 9.California Univ., Berkeley; Bechtel Corp., San Francisco, CAAmerican Society of Civil Engineers and International Association for Bridge and Structural Engineering. International Conference on Planning and Design of Tall Buildings. Volume 1B. Tall Building Criteria and Loading. Fire and Blast--Technical Committee No. 8. August 21-26, 1972, Bethlehem, PA, Kavanagh, T. C., Khan, F., Gaylord, E. H. and Rosenblueth, E., Editors, 723-726 p., 1972Nielsen, M. P.
view article (1.0)Punching Shear Resistance According to the CEB Model Code.Technical Univ. of Denmark, LyngbySP-59-11SP-59-11American Concrete Institute, Comite Euro-International du Beton, Prestressed Concrete Institute, Federation Internationale de la Precontrainte. Concrete Design: U.S. and European Practices. 1976 ACI Annual Convention. CEB Bulletin 113. ACI Publication SP-59. 1976, American Concrete Institute, Detroit, MI, Philadelphia, PA, 193-210 p., 1976Holland, E. P.
view article (1.0)Comparison of Design for Shear in Slabs by the ACI and CEB Codes.American Concrete Institute, Detroit, MISP-59-12SP-59-12American Concrete Institute, Comite Euro-International du Beton, Prestressed Concrete Institute, Federation Internationale de la Precontrainte. Concrete Design: U.S. and European Practices. 1976 ACI Annual Convention. CEB Bulletin 113. ACI Publication SP-59. 1976, American Concrete Institute, Detroit, MI, Philadelphia, PA, 211-218 p., 1976