Temperature Effects in ACI Codes: ACI 307-08, ACI 349-06, and ACI 359-10
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OpenAlex topics: Fire effects on concrete materials · Fire dynamics and safety research · Structural Response to Dynamic Loads
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References (16)
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1. ACI Committee 307, “Code Requirements for Reinforced Concrete Chimneys (ACI 307-08) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2008, 30 pp.
2. ACI Committee 349, “Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-06) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2006, 153 pp.
3. Joint ACI-ASME Committee 359, “Code for Concrete Containments (ACI 359-10),” American Concrete Institute, Farmington Hills, MI, 2011, Part of Division 2 of ASME Boiler and Pressure Vessel Code, Section III, 27 pp.
4. ACI Committee 376, “Code Requirements for Design and Construction of Concrete Structures for the Containment of Refrigerated Liquefied Gases (ACI 376-10) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2010, 165 pp.
5. Drysdale, D.,An Introduction to Fire Dynamics, 2nd Edition, John Wiley & Sons, New York, NY, 1999, 451 pp.
6. Thermal-Induced Uniform Strains and Curvatures Calculated Using Equivalent Linear Temperature Distributions10.1016/j.nucengdes.2012.05.032 ↗
7. ACI Committee 349, 1R, “Reinforced Concrete Design for Thermal Effects on Nuclear Power Plant Structures (ACI 349.1R-07),” American Concrete Institute, Farmington Hills, MI, 2007, 36 pp.
8. Gurfinkel, G., “Thermal Effects in Walls of Nuclear Containments—Elastic and Inelastic Behavior,”Proceedings of 1st Conference on Structural Mechanics in Reactor Technology (SMiRT), J 3/7, Berlin, Germany, Sept. 1971, pp. 277-296.
9. Kohli, T. D., and Gurbuz, O., “Optimum Design of Reinforced Concrete for Nuclear Containments, Including Thermal Effects,”Proceedings of the Second ASCE Specialty Conference on Structural Design of Nuclear Plant Facilities, New Orleans, LA, 1975, pp. 1292-1319.
10. Nawy, E. G., “Prestressed Concrete: A Fundamental Approach,” 2nd Edition, Prentice Hall, Upper Saddle River, NJ, 1996, 789 pp.
11. Concrete Stress Block Method for Nuclear Containments
12. ACI Committee 318, “Building Code Requirements for Reinforced Concrete (ACI 318-63),” American Concrete Institute, Farmington Hills, MI, 1963, 144 pp.
13. Bae, S., “Seismic Performance of Full-Scale Reinforced Concrete Columns,” PhD dissertation, The University of Texas at Austin, Austin, TX, Dec. 2005, 311 pp.
14. Collins, M. P., and Mitchell, D.,Prestressed Concrete Structures, 1st Edition, Response Publications, 1997, 766 pp.
15. Hognestad, E., “A Study of Combined Bending and Axial Load in Reinforced Concrete Members,”Bulletin SeriesNo. 399, University of Illinois Engineering Experiment Station, Urbana, IL, 1951, 128 pp.
16. Manual No, A. S. C. E., 58, “Structural Analysis and Design of Nuclear Plant Facilities,” American Society of Civil Engineers, New York, NY, 1980, 553 pp.