ENVIRONMENTAL STRUCTURES CODE/COMMENTARY
350-381
18.31. Barth, F., “Unbonded Post-Tensioning in Building Construction,” Concrete Construction Engineering Handbook, CRC Press, 1997, pp. 12.32-12.47.
19.17. Gupta, A. K., “Membrane Reinforcement in Concrete Shells: A Review,” Nuclear Engineering and Design, Nofi-Holland Publishing, Amsterdam, V. 82, Oct. 1984, pp. 63-75.
References, Chapter 19
19.18. Vecchio, F. J., and Collins, M. P., “Modified Compression-Field Theory for Reinforced Concrete Beams Subjected to Shear,” ACI JOURNAL, Proceedings V. 83, No. 2, Mar.-Apr. 1986, pp. 219-223.
19.1. ACI Committee 334, “Concrete Shell Structures—Practice and Commentary (ACI 334.1R-92) (Reapproved 2002),” American Concrete Institute, Farmington Hills, Mich., 14 pp. Also ACI Manual of Concrete Practice.
19.19. Fialkow, M. N., “Compatible Stress and Cracking in Reinforced Concrete Membranes with Multidirectional Reinforcement,” ACI Structural Journal, V. 88, No. 4, July-Aug. 1991, pp. 445-457.
19.2. IASS Working Group No. 5, “Recommendations for Reinforced Concrete Shells and Folded Plates,” International Association for Shell and Spatial Structures, Madrid, 1979, 66 pp.
19.20. Medwadowski, S., “Multidirectional Membrane Reinforcement,” ACI Structural Journal, V. 86, No. 5, Sept.-Oct. 1989, pp. 563-569.
19.3. Tedesko, A., “How Have Concrete Shell Structures Performed?” Bulletin, International Association for Shell and Spatial Structures, Madrid, No. 73, Aug. 1980, pp. 3-13.
19.21. ACI Committee 224, “Control of Cracking in Concrete Structures (ACI 224R-90),” American Concrete Institute, Farmington Hills, Mich., 1990, 43 pp. Also ACI Manual of Concrete Practice.
19.4. ACI Committee 334, “Reinforced Concrete Cooling Tower Shells—Practice and Commentary (ACI 334.2R-91),” American Concrete Institute, Farmington Hills, Mich., 1991, 9 pp.
19.22. Gupta, A. K., “Combined Membrane and Flexural Reinforcement in Plates and Shells,” Structural Engineering, ASCE, V. 112, No. 3, Mar. 1986, pp. 550-557.
19.5. ACI Committee 372, “Design and Construction of Circular Wire and Strand-Wrapped Prestressed Concrete Structures (ACI 372R-03),” American Concrete Institute, Farmington Hills, Mich., 2003, 28 pp.
19.23. Tedesko, A., “Construction Aspects of Thin Shell Structures,” ACI JOURNAL, Proceedings V. 49, No. 6, Feb. 1953, pp. 505-520.
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References, Chapter 21
19.6. ACI Committee 373, “Design and Construction of Circular Prestressed Concrete Structures with Circumferential Tendons (ACI 373R-97),” American Concrete Institute, Farmington Hills, Mich., 1997, 26 pp. 19.7. Concrete Thin Shells, SP-28, American Concrete Institute, Farmington Hills, Mich., 1971, 424 pp.
21.1. “NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures,” Part 1: Provisions (FEMA 302, 353 pp.) and Part 2: Commentary (FEMA 303, 335 pp.), Building Seismic Safety Council, Washington, D.C., 1997.
19.8. Billington, D. P., Thin Shell Concrete Structures, 2nd Edition, McGraw-Hill Book Co., New York, 1982, 373 pp.
21.2. “Minimum Design Loads for Buildings and Other Structures,” ASCE 7-95, American Society of Civil Engineers, Reston, Va., 1996, 220 pp.
19.9. Billington, D. P., “Thin Shell Structures,” Structural Engineering Handbook, Gaylord and Gaylord, eds., McGraw-Hill, New York, 1990, pp. 24.1-24.57.
21.3. Uniform Building Code, V. 2, “Structural Engineering Design Provisions,” International Conference of Building Officials, Whittier, Calif., 1997, 492 pp.
19.10. Hyperbolic Paraboloid Shells, SP-110, American Concrete Institute, Farmington Hills, Mich., 1988, 184 pp.
21.4. “BOCA National Building Code,” 13th Edition, Building Officials and Code Administration International, Inc., Country Club Hills, Ill., 1996, 357 pp.
19.11. “Phase I Report on Folded Plate Construction,” ASCE Task Committee, ASCE, Journal of Structural Division, V. 89, No. ST6, 1963, pp. 365-406.
21.5. “Standard Building Code,” Southern Building Code Congress International, Inc., Birmingham, Ala., 1996, 656 pp.
19.12. Esquillan, N., “The Shell Vault of the Exposition Palace, Paris,” ASCE, Journal of Structural Division, V. 86, No. ST1, Jan. 1960, pp. 41-70.
21.6. “International Building Code,” International Code Council, Falls Church, Va., International Council, 2000. 21.7. National Fire Protection Association, 2003, NFPA 5000: Building Construction and Safety Code, 540 pp.
19.13. Scordelis, A. C., “Non-Linear Material, Geometric, and Time Dependent Analysis of Reinforced and Prestressed Concrete Shells,” Bulletin, International Association for Shells and Spatial Structures, Madrid, No. 102, Apr. 1990, pp. 57-90. 19.14. Schnobrich, W. C., “Reflections on the Behavior of Reinforced Concrete Shells,” Engineering Structures, Butterworth, Heinemann, Ltd., Oxford, V. 13, No. 2, Apr. 1991, pp. 199-210. 19.15. Sabnis, G. M.; Harris, H. G.; and Mirza, M. S., Structural Modeling and Experimental Techniques, Prentice-Hall, Inc., Englewood Cliffs, N.J., 1983. 19.16. Concrete Shell Buckling, SP-67, American Concrete Institute, Farmington Hills, Mich., 1981, 234 pp. Copyright American Concrete Institute Provided by IHS under license with ACI No reproduction or networking permitted without license from IHS
21.8. Housner, G. W., “Dynamic Pressure on Fluid Containers,” Technical Information (TID) Document 7024, Chapter 6, and Appendix F, U.S. Atomic Energy Commission, 1963. 21.9. American Society of Civil Engineers, “Fluid/Structure Interaction During Seismic Excitation,” Report by the Committee on Seismic Analysis, 1984. 21.10. American Society of Civil Engineers, “Guidelines for the Seismic Design of Oil and Gas Pipeline Systems,” prepared by the Committee on Gas and Liquid Fuel Lifelines of the Technical Council on Lifeline Earthquake Engineering, Section 7, 1981.
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