FireDOC Search

displaying 51 - 60 results in total 373

  • Wharton, R. K.
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    Anomalous Behavior in Certain Versions of the Critical Oxygen Index Test.
    Health and Safety Executive, Buxton, England
    Fire and Materials, Vol. 5, No. 1, 6-13, March 1981

  • Rubert, A.; Schaumann, P.
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    Critical Temperatures of Steel Columns Exposed to Fire.
    Arbed Research, Esch-sur-Alzette, Luxembourg; Ing.-Buro HRA Haensel-Roik-Albrecht, Bochum, West Germany
    Fire Safety Journal, Vol. 13, No. 1, 39-44, April 1988
    European Convention for Construction Steelwork (ECCS). Workshop on Mechanical Properties at Elevated Temperatures. June 12, 1986., Arnhem, The Netherlands, Twilt, L., Editors, 1988

  • Wickstrom, U.
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    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.
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    Note on the Column Dimensions Permitted by ASTM D 2863 for Critical Oxygen Index Testing.
    Health and Safety Executive, Buxton, England
    Journal of Fire and Flammability, Vol. 12, No. 3, 236-239, July 1981

  • Jumppanen, U. M.; Paavola, J.
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    Sheet Steel--Mineral Wool Fire Protection of Steel Columns.
    Technical Research Center, Espoo, Finland
    International Association for Bridge and Structural Engineering (IABSE) Colloquium. Thin-Walled Metal Structures in Buildings. Volume 49. June 1986, Stockholm, Sweden, 459-471 p., 1986

  • Hull, W. A.
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    Fire Tests of Concrete Columns.
    Bureau of Standards, Pittsburgh, PA
    American Concrete Institute, Vol. 15, 1-15, 1919

  • Fire
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    Behavior of Steel Portal Frames in Boundary Conditions--Design Guide.
    Fire, Vol. 72, No. 901, 84, July 1980

  • Bresler, B.; Bizri, H.
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    Reinforced Concrete Column Response to Fire. Discussion No. 9.
    California Univ., Berkeley; Bechtel Corp., San Francisco, CA
    American 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., 1972

  • Nielsen, M. P.
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    Punching Shear Resistance According to the CEB Model Code.
    Technical Univ. of Denmark, Lyngby
    SP-59-11
    SP-59-11
    American 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., 1976

  • Holland, E. P.
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    Comparison of Design for Shear in Slabs by the ACI and CEB Codes.
    American Concrete Institute, Detroit, MI
    SP-59-12
    SP-59-12
    American 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