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Page 53
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2005. Simplified Shear Design of Structural Concrete Members. Washington, DC: The National Academies Press. doi: 10.17226/13884.
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Page 53
Page 54
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2005. Simplified Shear Design of Structural Concrete Members. Washington, DC: The National Academies Press. doi: 10.17226/13884.
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Page 54

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

53 1. AASHTO, AASHTO LRFD Bridge Design Specifications. 1st edition, Washington, DC (1994) 1091 pp. Including interim revisions for 1996 and 1997. 2. Vecchio, F. J., and Collins, M. P., “The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear.” Journal of the American Concrete Institute, Vol. 83, No. 2 (1986) pp. 219-231. 3. ACI Committee 318, Building Code Requirements for Struc- tural Concrete (ACI 318-02) and Commentary (ACI 318 R-02). Farmington Hills (2002) 443 pp. 4. AASHTO, Standard Specifications for Highway Bridges. 16th edition, Washington, DC (1996) 722 pp. Including interim revi- sions for 1997 through 2002. 5. AASHTO, Interim Specifications: Bridges, Standard Specifi- cations for Highway Bridges. Washington, DC (1979) 6. CSA Committee A23.3, Design of Concrete Structures, CSA A23.3-94. Rexdale, Ontario, Canada (December 1994) 199 pp. 7. AASHTO, AASHTO LRFD Bridge Design Specifications. 2nd edition, Washington, DC (1998) 1116 pp. Including interim revisions for 1999 through 2003 8. CSA Committee A23.3, Design of Concrete Structures, CSA A23.3-04. Rexdale, Ontario, Canada (2004) 240 pp. 9. Commission of the European Communities, Eurocode No. 2: Design of Concrete Structures. Part 1: General Rules and Rules for Buildings. ENV 1992-1-1 (December 1991). 10. Commission of the European Communities, Eurocode No. 2: Design of Concrete Structures—Part 1: General Rules and Rules for Buildings. prEN 1992-1-1. draft (July 2002). 11. DIN 1045-1, Deutsche Norm: Tragwerke aus Beton, Stahlbe- ton und Spannbeton—Teil 1: Bemessung und Konstruktion. S. (Concrete, reinforced and prestressed concrete structures— Part 1: Design). Normenausschuss Bauwesen (NABau) im DIN Deutsches Institut für Normung e.V. Beuth Verl. Berlin (July 2001) pp. 1–148. 12. AASHTO, Guide Specifications for Design and Construction of Segmental Concrete Bridges. 2nd edition, Washington DC (1999) 88 pp. 13. Japan Society of Civil Engineers, Specification for Design and Construction of Concrete Structures: Design, JSCE Standard, Part 1. Tokyo (1986). 14. Tureyen, A.. K. and Frosch, R. J., “Concrete Shear Strength: Another Perspective.” ACI Structural Journal, Vol.100, No.5 (2003) pp. 609–615 15. Bentz, E. C., and Collins, M. P., “Response 2000.” http://www. ecf.utoronto.ca/~bentz/r2k.htm (2000). 16. Reineck, K.-H., “Shear Design Based on Truss Models with Crack-Friction.” Ultimate Limit State Models—A State-of-the- Art report by CEB Task Group 2.3, CEB-Bull. 223, Lausanne (June 1995) pp. 137–157, 17. AASHTO, AASHTO LRFD Bridge Design Specifications. 3rd edition, Washington, DC (2004) 1450 pp. 18. Won, P. S. and Vecchio, F. J., “VecTor2 & FormWorks User’s Manual.” http://www.civ.utoronto.ca/vector/ (2002). 19. Vecchio, F. J., and Collins, M. P., “Predicting the Response of Reinforced Concrete Beams Subjected to Shear using the Mod- ified Compression Field Theory.” Journal of the American Concrete Institute, Vol. 85, No. 3 (1988) pp. 258–268. 20. Collins, M. P, and Mitchell, D., Adebar, P. E., and Vecchio, F. J., “A General Shear Design Method.” ACI Structural Journal, Vol. 93, No. 1 (1996) pp. 36–45. 21. Collins, M. P, and Porasz, A., “Shear Design for High Strength Concrete.” Proceeding of Workshop on Design Aspects of High Strength Concrete, Comité Euro-International du Béton Bulletin d’Information, CEB, Paris (1989) pp. 77–83. 22. Khalifa, J., “Limit Analysis and Design of Reinforced Con- crete Shell Elements.” PhD Thesis, University of Toronto (1986). 23. Sozen, M.A. and Hawkins, N.M., “Discussion of report of ACI- ASCE Committee 326, Shear and Diagonal Tension.” ACI Structural Journal, Vol. 59, No.9 (September 1962) pp.1341–1347. 24. Collins, M.P, and Rahal, N. R., “Experimental Evaluation of ACI and AASHTO-LRFD Design Provisions for Combined Shear and Torsion.” ACI Structural Journal, Vol.100, No. 3 (2003) pp. 277–282. 25. Ritter, W., “Die Bauweise Hennebique,” Schweizerische Bauzeitung, Vol. 33, No. 7 (1899) pp. 59–61. 26. Talbot, A. N., “Tests of Reinforced Concrete Beams: Resis- tance to Web Stresses Series of 1907 and 1908.” Engineering Experiment Station, Bulletin 29, University of Illinois, Urbana, IL (1909). 27. Withey, M. O., “Tests of Plain and Reinforced Concrete Series of 1906.” Bull. University of Wisconsin, Engineering Series, Vol. 4, No. 1 (1907) pp. 1–66. 28. Withey, M. O., “Tests of Plain and Reinforced Concrete Series of 1907.” Bull. University of Wisconsin, Engineering Series, Vol. 4, No. 2 (1908) pp. 1–66. 29. Oleson, S.O., Sozen, C.P., Investigation of Prestressed Rein- forced Concrete for Highway Bridges. Part IV: Strength in Shear of Beams with Web Reinforcement, UIUC Bulletin 493. University of Illinois (1967) 30. ACI Committee 318, Building Code Requirements for Struc- tural Concrete (ACI 318-05) and Commentary (ACI 318 R-05). Farmington Hills (2005) 430 pp. 31. Mörsch, E., Der Eisenbetonbau-Seine Theorie und Anwendung (Reinforced Concrete Construction-Theory and Application). 5th edition, Wittwer, Stuttgart, Vol. 1, Part 1 (1920). 32. Mörsch, E., Der Eisenbetonbau-Seine Theorie und Anwendung (Reinforced Concrete Construction-Theory and Application). 5th edition, Wittwer, Stuttgart, Vol. 1, Part 2 (1922). 33. Mitchell, D., and Collins, M. P., “Diagonal Compression Field Theory—A Rational Model for Structural Concrete in Pure Torsion.” ACI Structural Journal, Vol. 71 (1974) pp. 396–408. 34. Belarbi, A., and Hsu, T. T. C., “Constitutive Laws of Softened Concrete in Biaxial Tension-Compression.” ACI Structural Journal, Vol. 85, No. 5 (September-October 1988) pp. 562–573. REFERENCES

35. Belarbi, A., and Hsu, T. T. C., “Constitutive Laws of Rein- forced Concrete in Biaxial Tension-Compression.” Research Report UHCEE 91-2, University of Houston, TX (1991). 36. Belarbi, A., and Hsu, T. T. C., “Constitutive Laws of Concrete in Tension and Reinforcing Bars Stiffened by Concrete.” ACI Structural Journal, Vol. 91, No. 4 (1994) pp. 465–474. 37. Belarbi, A., and Hsu, T. T. C., “Constitutive Laws of Soft- ened Concrete in Biaxial Tension-Compression.” ACI Struc- tural Journal, Vol. 92, No.5 (September-October 1995) pp.562–573. 38. Pang, X.-B. D., Hsu, T. T. C., “Fixed-Angle Softened-Truss Model for Reinforced Concrete.” ACI Structural Journal, Vol. 93, No. 2 (1996) pp. 197–207. 39. Vecchio, F. J., “Disturbed Stress Field Model for Reinforced Concrete: Formulation.” ASCE J. Struct. Engrg, Vol. 126, No. 8 (2000) pp. 1070–1077. 40. Shioya, T., Iguro, M., Nojiri, Y., Akiyama, H., and Okada, T., “Shear Strength of Large Reinforced Concrete Beams, Fracture Mechanics: Application to Concrete.” ACI SP-118, Detroit (1989) 309 pp. 41. Collins, M. P, and Kuchma, D. A., “How Safe Are Our Large, Lightly Reinforced Concrete Beams, Slabs, and Footings?” ACI Structural Journal, Vol. 96, No. 4 (July-August 1999) pp. 482–490. 42. Moody, K. G., Viest, I. M., Elstner, R. C. and Hognestad, E., “Shear Strength of Reinforced Concrete Beams, Part-1—Tests of Simple Beams.” Journal of the American Concrete Institute, Vol. 51, No. 4 (December 1954) pp. 317–333. 54 43. Angelakos, D., Bentz, E. C., and Collins, M. P., “The Effect of Concrete Strength and Minimum Stirrups on the Shear Strength of Large Members.” ACI Structural Journal, Vol. 98, No. 3 (2001) pp. 290–300. 44. Gupta, P. R., and Collins, M. P., “Evaluation of Shear Design Procedures for Reinforced Concrete Members under Axial Compression.” ACI Structural Journal, Vol. 98, No. 4 (2001) pp. 537–547. 45. Bhide, S. B., and Collins, M. P., “Influence of Axial Tension on the Shear Capacity of Reinforced Concrete Members.” ACI Structural Journal, Vol. 86, No. 5 (1989) pp. 570–581. 46. Reineck, K. H., Kuchma, D. A., Kim, K. S., and Marx, S., “Shear Database for Reinforced Concrete Members without Shear Reinforcement.” ACI Structural Journal, Vol. 100, No. 2 (2003) pp. 1–10. 47. ABAQUS, ABAQUS 6.3-1 Documentation. Hibbitt, Karlsson & Sorensen, Inc. (2004). 48. DIANA, DIANA User’s Manual, 6.0 Ed. TNO Building and Construction Research, Delft, Netherlands (1996). 49. Vladimír Cˇervenka and Jan Cˇervenka, ATENA Program Doc- umentation. Cervenka Consulting (2002) 138 pp. 50. Bazant, Z. P., and Kazemi, M. T., “Size Effect on Diagonal Shear Failure of Beams without Stirrups.” ACI Structural Jour- nal, Vol. 88, No. 3 (1991) pp. 268–276. 51. Bentz, E. C., Vecchio, F. J., and Collins, M. P., “The Simpli- fied MCFT for Calculating the Shear Strength of Reinforced Concrete Elements.” submitted for publication in the ACI Structural Journal (2005)

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TRB’s National Cooperative Highway Research Program (NCHRP) Report 549: Simplified Shear Design of Structural Concrete Members examines development of practical equations for design of shear reinforcement in reinforced and prestressed concrete bridge girders. The report also includes recommended specifications, commentary, and examples illustrating application of the specifications. NCHRP Web-Only Document 78 contains extensive supporting information, including a database that can be used to compare the predictions from the recommended procedures to existing design procedures.

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