FireDOC Search

displaying 101 - 110 results in total 343

  • British Fire Prevention Committee
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    Fire Tests With Floors. Reinforced Concrete Floors Comprising Broken Stock Brick and Coke Breeze Reinforced Concrete Slab--A Troon Stone Reinforced Concrete Slab and Two Broken Stock Brick Reinforced Concrete Slabs (Retests). Particulars of Experimental Fire Tests (Series R.C.; Nos. 35, 28, 24, and 27; 1919). "Red Books" of the British Fire Prevention Committee No. 234, His Majesty's Stationery Office, London, England, 1920

  • Lie, T. T.; Allen, D. E.
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    Fire Resistance of Reinforced Concrete Columns.
    National Research Council of Canada, Ottawa, Ontario
    ['NRCC 14375', 'DBR Paper 622']
    NRCC 14375; DBR Paper 622
    International Association for Bridge and Structural Engineering. Design and Safety of Reinforced Concrete Compression Members. 1974, Quebec, Canada, 245-254 p., 1974

  • Cheok, G. S.; Lew, H. S.
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    Performance of 1/-3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads.
    National Institute of Standards and Technology, Gaithersburg, MD
    NISTIR 4433
    NISTIR 4433
    October 1990
    104 p.

  • Sansalone, M.; Lin, Y.; Carino, N. J.
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    Impact-Echo Response of Plates Containing Thin Layers and Voids.
    National Institute of Standards and Technology, Gaithersburg, MD
    Review of Progress in Quantitative Nondestructive Evaluation. Volume 9B, Plenum Press, New York, Thompson, D. O.; Chimenti, D. E., Editors, 1935-1942 p., 1990

  • Cheok, G. S.; Stone, W. C.
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    Behavior of 1/6-Scale Model Bridge Columns Subjected to Inelastic Cyclic Loading.
    National Institute of Standards and Technology, Gaithersburg, MD
    ACI Structural Journal, Vol. 87, No. 6, 630-638, November/December 1990

  • Cheok, G. S.; Lew, H. S.
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    Seismic Performance of 1/3 Scale Post-Tensioned Precast Beam-Column Connections.
    National Institute of Standards and Technology, Gaithersburg, MD
    Earthquake Engineering Research Institute. U.S. National Conference on Earthquake Engineering, 4th. Volume 2. May 20-24, 1990, Earthquake Engineering Res. Inst., El Cerrito, CA, Palm Springs, CA, 757-766 p., 1990

  • McLean, D. I.; Phan, L. T.; Lew, H. S.; White, R. N.
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    Punching Shear Behavior of Lightweight Concrete Slabs and Shells.
    National Institute of Standards and Technology, Gaithersburg. MD
    ACI Structural Journal, Vol. 87, No. 4, 386-392, July/August 1990

  • Freskakis, G. N.; Archer, J. C.; Shipskie, W. P.
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    Structural Rehabilitation of a Fosil Power Station After Major Fire Damage.
    Burns and Roe Co., Oradell, NJ; Seminole Electric Cooperative, Inc., Tampa, FL
    Illinois Institute of Technology. American Power Conference, 51st. April 24-26, 1989, Chicago, IL, 833-838 p., 1989

  • Bryl, S.
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    Computational Determination of the Fire Resistance of Loadbearing Structures, With Particular Reference to Steel Frameworks.
    Building Research Establishment, Garston, England
    Library Translation 1871
    Library Translation 1871
    October 1974
    16 p.
    International Fire Protection Seminar, 4th. Topic 2. Methods of Evaluating Fire Hazards of Industrial and Other Structures. Paper 2. 1973, Zurich, Switzerland, 1974

  • Meyer-Ottens, C.
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    On the Problem of Spalling of Concrete Structural Components Under Fire-Induced Stress.
    Foreign Technology Div., Wright-Patterson AFB, OH
    FTD-ID(RS)T-0392-90
    FTD-ID(RS)T-0392-90
    June 1990
    89 p.