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Federation Internationale de la Precontrainte
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Federation Internationale de la Precontrainte, Slough, England
FIP/1/1,
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Portland Cement Assoc., Skokie, IL
Journal of the Prestressed Concrete Institute,
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Gerwick, B. C.
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Special Provisions Applicable to Concrete Sea Structures.
California Univ., Berkeley
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American Concrete Institute, Detroit, MI,
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Design With Unbonded Tendons--FIP Recommendations for the Design of Post-Tensioned Flat Slabs.
Salford Univ., England; Simonbuild Ltd., Stockport, England
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American Concrete Institute, Detroit, MI,
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Anderberg, Y.; Magnusson, S. E.; Pettersson, O.; Thelanderson, S.; Wickstrom, U.
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Analytical Approach to Fire Engineering Design of Concrete Structure.
Lund Institute of Technology, Sweden
CIB W14/79/35 (S); ACI Publication SP 55-16; Bulletin 65,
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American Concrete Institute, Detroit, MI,
Mexico City, Mexico,
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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,
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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,
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Ashton, L. A.; Bate, S. C. C.
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Fire Resistance of Prestressed Concrete Beams.
Fire Research Station, Borehamwood, England
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Wade, C. A.
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Fire Engineering Design of Reinforced and Prestressed Concrete Elements. Study Report.
Building Research Association of New Zealand, Judgeford
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