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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., âThe Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear.â 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 StructuresâPart 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 SpannbetonâTeil 1: Bemessung und Konstruktion. S. (Concrete, reinforced and prestressed concrete structuresâ Part 1: Design). Normenausschuss Bauwesen (NABau) im DIN Deutsches Institut für Normung e.V. Beuth Verl. Berlin (July 2001) pp. 1â148. 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., âConcrete Shear Strength: Another Perspective.â ACI Structural Journal, Vol.100, No.5 (2003) pp. 609â615 15. Bentz, E. C., and Collins, M. P., âResponse 2000.â http://www. ecf.utoronto.ca/~bentz/r2k.htm (2000). 16. Reineck, K.-H., âShear Design Based on Truss Models with Crack-Friction.â Ultimate Limit State ModelsâA State-of-the- Art report by CEB Task Group 2.3, CEB-Bull. 223, Lausanne (June 1995) pp. 137â157, 17. AASHTO, AASHTO LRFD Bridge Design Specifications. 3rd edition, Washington, DC (2004) 1450 pp. 18. Won, P. S. and Vecchio, F. J., âVecTor2 & FormWorks Userâs Manual.â http://www.civ.utoronto.ca/vector/ (2002). 19. Vecchio, F. J., and Collins, M. P., âPredicting the Response of Reinforced Concrete Beams Subjected to Shear using the Mod- ified Compression Field Theory.â Journal of the American Concrete Institute, Vol. 85, No. 3 (1988) pp. 258â268. 20. Collins, M. P, and Mitchell, D., Adebar, P. E., and Vecchio, F. J., âA General Shear Design Method.â ACI Structural Journal, Vol. 93, No. 1 (1996) pp. 36â45. 21. Collins, M. P, and Porasz, A., âShear Design for High Strength Concrete.â Proceeding of Workshop on Design Aspects of High Strength Concrete, Comité Euro-International du Béton Bulletin dâInformation, CEB, Paris (1989) pp. 77â83. 22. Khalifa, J., âLimit Analysis and Design of Reinforced Con- crete Shell Elements.â PhD Thesis, University of Toronto (1986). 23. Sozen, M.A. and Hawkins, N.M., âDiscussion of report of ACI- ASCE Committee 326, Shear and Diagonal Tension.â ACI Structural Journal, Vol. 59, No.9 (September 1962) pp.1341â1347. 24. Collins, M.P, and Rahal, N. R., âExperimental Evaluation of ACI and AASHTO-LRFD Design Provisions for Combined Shear and Torsion.â ACI Structural Journal, Vol.100, No. 3 (2003) pp. 277â282. 25. Ritter, W., âDie Bauweise Hennebique,â Schweizerische Bauzeitung, Vol. 33, No. 7 (1899) pp. 59â61. 26. Talbot, A. N., âTests of Reinforced Concrete Beams: Resis- tance to Web Stresses Series of 1907 and 1908.â Engineering Experiment Station, Bulletin 29, University of Illinois, Urbana, IL (1909). 27. Withey, M. O., âTests of Plain and Reinforced Concrete Series of 1906.â Bull. University of Wisconsin, Engineering Series, Vol. 4, No. 1 (1907) pp. 1â66. 28. Withey, M. O., âTests of Plain and Reinforced Concrete Series of 1907.â Bull. University of Wisconsin, Engineering Series, Vol. 4, No. 2 (1908) pp. 1â66. 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., âDiagonal Compression Field TheoryâA Rational Model for Structural Concrete in Pure Torsion.â ACI Structural Journal, Vol. 71 (1974) pp. 396â408. 34. Belarbi, A., and Hsu, T. T. C., âConstitutive Laws of Softened Concrete in Biaxial Tension-Compression.â ACI Structural Journal, Vol. 85, No. 5 (September-October 1988) pp. 562â573. REFERENCES
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