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Porous Aggregates in Concrete: Jurassic Limestones.
Fire Research Station, Borehamwood, England
BRE IP 02/86,
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Short-Term Creep of Concrete at Elevated Temperatures.
Construction Technology Laboratories, Skokie, IL
National Bureau of Standards, Gaithersburg, MD,
NBS GCR 82-407,
September 1982,
112 p.
Zhukov, V. V.; Gusev, A. A.
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Mechanical and Structural Characteristics of Concrete After Exposure of Load and High Temperature.
CIB W14/86/36 (USSR),
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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,
1985,
American Society for Testing and Materials. Fire Safety: Science and Engineering. ASTM STP 882. June 26-27, 1984,
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Harmathy, T. Z., Editors,
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Schneider, U.; Ehm, C.; Diederichs, U.
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Erosion of Concrete Exposed to Steel Melts.
Bauingenieurwesen Universitat-Gesamthochschule Kassel, West Germany; Massivbau und Brandschutz der Technischen Universitat Braunschweig, West Germany
Res Mechanica,
Vol. 12,
283-296,
1984
Abrams, M. S.
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Compressive Strength of Concrete at Temperatures to 1,600 F. PCA Research and Development Bulletin.
Portland Cement Association, Skokie, IL
Bulletin RD016.01T; PCA R/D Ser. 1387-1; ACI SP-25,
1973,
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Gustaferro, A. H.; Abrams, M. S.; Salse, E. A. B.
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Portland Cement Association, Skokie, IL
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1971,
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Banks, J.
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Recent Changes in Aggregate Fire Loss Indices.
Georgia Inst. of Technology, Atlanta
Fire Technology,
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339-343,
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Building Research Establishment
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Materials for Concrete.
Building Research Establishment, Watford, England
BRE Digest 237,
May 1980,
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Gustaferro, A. H.; Carlson, C. C.
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Interpretation of Results of Fire Tests of Prestressed Concrete Building Components.
Portland Cement Assoc., Skokie, IL
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