FireDOC Search

displaying 11 - 20 results in total 343

  • Suter, G. T.
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    Can Extremely Green Concrete Withstand Fire With Minor Damange?
    Carleton Univ., Ottawa, Canada
    Fire Safety of Concrete Structures. ACI Committee 216. September 1980, San Juan, Pureto Rico, Abrams, M. S., Editors, 255-268 p., 1983

  • Gustaferro, A.
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    Experiences From Evaluating Fire-Damaged Concrete Structures.
    Consulting Engineers Group, Inc., Glenview, IL
    Fire Safety of concrete Structures. ACI Committee 216. September 1980, San Juan, Puerto Rico, Abrams, M. S., Editors, 269-278 p., 1983

  • Arioglu, E.; Anadol, K.; Candogan, A.
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    Underground Shopping Center Fire and After-Fire Repair Project.
    Yapi Merkezi Research-Design-Construction Co., Istanbul, Turkey
    Fire Safety of Concrete Structures. ACI Committee 216. September 1980, San Juan, Puerto Rico, Abrams, M. S., Editors, 279-292 p., 1983

  • Lie, T. T.; Lin, T. D.
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    Fire Performance of Reinforced Concrete Columns.
    National Research Council of Canada, Ottawa, Ontario; Portland Cement Assoc., Skokie, IL
    ['CIB W14/86/22 (C)', 'ASTM STP 882', 'NRCC 25351']
    CIB W14/86/22 (C); ASTM STP 882; NRCC 25351
    1985
    American Society for Testing and Materials. Fire Safety: Science and Engineering. ASTM STP 882. June 26-27, 1984, Denver, CO, Harmathy, T. Z., Editors, 176-205 p., ['1984', '1985']

  • Quast, U.; Habeta, R.; Rudolph, K.
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    Computer Program for the Determination of Lead-Bearing and Deformation Behavior of Uni-Axial Structural Elements under Fire Action.
    Technical University, Braunschweig, West Germany
    CIB W14/84/130 (D)
    CIB W14/84/130 (D)
    March 1984
    15 p.

  • Lie, T. T.; Allen, D. E.
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    Calculation of the Fire Resistance of Reinforced Concrete Columns.
    National Research Council of Canada, Ottawa
    ['DBR Paper 378', 'NRCC 12797']
    DBR Paper 378; NRCC 12797
    August 1972
    45 p.

  • Quast, U.; Hab, R.; Rudolph, K.
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    STABA-F: A Computer Program for the Determination of Load-Bearing and Deformation Behavior of Uni-Axial Structural Elements Under Fire Action.
    Technical Univ. of Braunschweig, West Germany
    CIB W14/84/30 (FRG)
    CIB W14/84/30 (FRG)
    March 1984
    15 p.

  • Basanbul, I. S.
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    Fire Resistance of Ferrocement Sandwich Structural Walls.
    Petroleum and Minerals Univ., Dhahran
    Saudi Arabian Standards Organization. Protection of Buildings From Fires. Symposium. February 8-10, 1982., Riyadh, Saudi Arabia, 45-59 p., 1982

  • Ellingwood, B.; Shaver, J. R.
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    Analysis of Reinforced Concrete Beams Subjected to Fire. Final Report.
    National Bureau of Standards, Gaithersburg, MD
    NBSIR 76-1032
    NBSIR 76-1032
    April 1976
    79 p.

  • Williams-Leir, G.
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    Creep of Structural Steel in Fire: Analytical Expressions.
    National Research Council of Canada, Ottawa, Ontario
    ['NRCC 22572', 'DBR Paper 1121']
    Fire and Materials, Vol. 7, No. 2, 73-78, June 1983
    NRCC 22572; DBR Paper 1121