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6.0 REFERENCES

AASHO, (1941). American Association of State Highway Officials, "Standard Specifications for Highway Bridges," 3th Edition, Washington, D.C. AASHO, (1944). American Association of State Highway Officials, "Standard Specifications for Highway Bridges," 4th Edition, Washington, D.C. AASHO, (1949). American Association of State Highway Officials, "Standard Specifications for Highway Bridges," 5th Edition, Washington, D.C. AASHO, (1953). American Association of State Highway Officials, "Standard Specifications for Highway Bridges," 6th Edition, Washington, D.C. AASHO, (1957). American Association of State Highway Officials, "Standard Specifications for Highway Bridges," 7th Edition, Washington, D.C. AASHO, (1961). American Association of State Highway Officials, "Standard Specifications for Highway Bridges," 8th Edition, Washington, D.C. AASHO, (1965). American Association of State Highway Officials, "Standard Specifications for Highway Bridges," 9th Edition, Washington, D.C. AASHO, (1969). American Association of State Highway Officials, "Standard Specifications for Highway Bridges," 10th Edition, Washington, D.C. AASHTO, (1996). American Association of State Highway and Transportation Officials, "Standard Specifications for Highway Bridges," 16th Edition, Washington, D.C. AASHTO, (2002) American Association of State Highway and Transportation Officials. "Standard Specification for Highway Bridges," 17th Edition," AASHTO, Washington, D. C. AASHTO LRFD, (2003). American Association of State Highway and Transportation Officials. "LRFD Bridge Design Specifications," 2nd Edition with Interims, AASHTO, Washington, D. C. AASHTO LRFR, (2003). American Association of State Highway and Transportation Officials. "Manual for Condition Evaluation and Load and Resistance Factor Rating (LRFR) of Highway Bridges," Washington, D. C. ACI 318-02, (2002). "Building Code Requirements for Structural Concrete," American Concrete Institute, Farmington Hills, Michigan. ACI 318-63, (1963). American Concrete Institute, "Building Code Requirements for Structural Concrete," American Concrete Institute, Detroit, Michigan.

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ASCE-ACI Committee 326, (1962). "Shear and Diagonal Tension," pt. 2, 326, J. ACI, vol. 59, no. 1, pp. 277-333. Agarwal, A. C., and Wolkowicz, M., (1976). Interim report on 1975 commercial vehicle survey. Res. and Dev. Div., Ministry of Transportation, Downsview, Ontario, Canada. Akgül, F., and Frangopol, D.M., (2004). "Bridge rating and reliability correlation: A comprehensive study for different bridge types," J. Struct. Eng., ASCE, 130(7), pp. 1063-1074. Akgül, F., and Frangopol, D. M., (2003a). "Rating and Reliability of Existing Bridges in a Network," J. Bridge Eng., ASCE, 8(6), pp. 383-393. Ang, A. H.-S., and Tang, W. H., (1984). Probability Concepts in Engineering Planning and Design, Vol. II, Wiley, New York. ASCE-ACI Committee 445 on Shear and Torsion, (1998). "Recent Approaches to Shear Design of Structural Concrete," J. Struct. Eng., ASCE, vol. 124, no. 12, pp. 1375-1417. ASTM A15-50T, (1950) "Tentative Specifications for Billet-Steel Bars for Concrete Reinforcement," ASTM, Philadelphia, PA. ASTM A16-50T, (1950) "Tentative Specifications for Rail Steel Bars for Concrete Reinforcement," ASTM, Philadelphia, PA. ASTM A305-50T, (1950). "Tentative Specifications for Minimum Requirements for the Deformations of Deformed Steel Bars Concrete Reinforcement," ASTM, Philadelphia, PA. ASTM C39-03, (2003). "Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens," ASTM International. ASTM C78-02, (2003). "Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)," ASTM International. ASTM C496-02, (2003). "Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens," ASTM International. ASTM E8-04, (2003). "Standard Test Methods for Tension Testing of Metallic Materials," ASTM International. Balazs, G., (1998). "SP 180-6: Bond under Repeated Loading," A Tribute to Dr. Peter Gergely, Leon, R. (Editor), American Concrete Institute, Farmington Hills, Michigan, pp. 125-143. Bannantine, J. A., Comer, J. J., and Handrock, J. L., (1990). Fundamentals of Metal Fatigue Analysis, Prentice Hall, Upper Saddle River, New Jersey. Bentz, E.C., (2000). "Sectional Analysis of Reinforced Concrete Members," PhD Thesis, Department of Civil Engineering, University of Toronto.

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Collins, M. P., and Mitchell, D., (1991). Prestressed Concrete Structures, Prentice Hall, Englewood Cliffs, NJ. Collins, M. P., (2003). Personal correspondence with C. Higgins at Oregon State University. Ellingwood, B., Galambos, T.V., MacGregor, J.G., and Cornell, C.A., (1980). "Development of a Probability Based Load Criterion for American National Standard A58," NBS Special Publication SP577, National Bureau of Standards, Washington, D.C. Estes, A.C., and Frangopol, D.M., (1999). "Repair optimization of highway bridges using a system reliability approach," J. Struct. Eng., ASCE, 125(7), pp. 766-775. Estes, A.C., and Frangopol, D.M., (2003). "Updating Bridge Reliability Based on Bridge Management Systems Visual Inspection Results," J. Struct. Eng., ASCE, 8(6), pp 374-382. Fifer, D., (2002). Personal correspondence with T. Daniels at OSU. Higgins, C., Yim, S., Miller, T., Robelo, M., and Potisuk, T., (2004). "Remaining Life of Reinforced Concrete Beams with Diagonal-Tension Cracks," Report No. FHWA-OR-RD-04-12, Research Unit, Oregon Department of Transportation, Salem, Oregon. Hognestad, E., (1951). "A Study of Combined Bending and Axial Load in Reinforced Concrete Members," Bulletin 399, University of Illinois Engineering Experiment Station, Urbana, Illinois. Kawaguchi, M., (1992). "Experiment Relating to Fatigue Strength of Model Reinforced Concrete Beams with Respect to Running Load," Papers on Structural Engineering, Vol. 38A, pp. 1265-1274. Manfredi, G., and Pecce, M., (1997). "Low cycle fatigue of RC beams in NSC and HSC," Engineering Structures, Elsevier Science Ltd. Vol. 19, No. 3, pp. 217-223. MacGregor, J. G., (1997). Reinforced Concrete: Mechanics and Design, Prentice Hall, Upper Saddle River, NJ. Miner, M. A., (1945) "Cumulative Damage in Fatigue," Journal of Applied Mechanics, Vol. 12, Trans. ASME Vol. 67, pp. A159-A164. Mirza S., Hatzinikolas M., and MacGregor J., (1979) "Statistical Descriptions of the Strength of Concrete," Preceedings ASCE, Journal of the Structural Division, Vol. 105, No. ST6, June, pp. 1021-1037. Moses, F., and Ghosn, M., (1985). "A comprehensive study of bridge loads and reliability," Report No. FHWA/OH-85/005, Dept. of Civil Engineering, Case Western Reserve University, Cleveland, Ohio. Nowak, A. S., and Collins, K. R., (2000). Reliability of Structures, McGraw-Hill, New York.

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Nowak, A.S. and Hong, Y.K., (1991). "Bridge Live Load Models," J. Struct. Eng., ASCE, 117(9) pp.2757-2767. Pulzone, M., (2003). Personal correspondence with C. Higgins at Mitchell, OR. Reineck, Karl-Heinz (Editor), (2002). "SP-208: Examples for the Design of Structural Concrete with Strut-and-Tie Models," American Concrete Institute, Farmington Hills, Michigan. Siess, C. P., (1960) "Research, Building Codes, and Engineering Practive," ACI Journal, May, ACI, pp. 1105-1122. Stewart,M.G., Rosowsky, D.V., and Val, D., (2002). "Reliability-based bridge assessment using risk-ranking decision anlaysis," Struct. Safety, 23(2001), pp. 397-405. Stewart, M.G., and Val, D., (1999). "Role of load history in reliability-based decision analysis of ageing bridges," J. Struct. Eng., ASCE, 125(7), pp.776-783. Stewart, M.G., and Val, D., (2003). "Multiple Limit States and Expected Failure Costs for Deteriorating Reinforced Concrete Bridges," J. Struct. Eng., ASCE, 8(6), pp. 405-415. Tadashi, A., (2000). "Effects of Running Load on Flexural Load-Carrying Capacity of Reinforced Concrete Beams and Dynamic Effects," Transactions of the Japan Concrete Institute, Vol. 22, pp. 345-352. Tadashi, A., (1999). "Experimental Research Relating to the Effect of Running Loads on the Flexural Load-Carrying Capacity of Reinforced Concrete Beams," Concrete Journal, Annual Symposium Papers, Vol. 21, No. 3, pp. 211-216. Todeschini, C. E., Bianchini, A. C. and Kesler, C.E., (1964). "Behavior of Concrete Columns Reinforced with High Strength Steels," ACI Journal, Proceedings V. 61, No. 6, pp. 701-716. Vecchio, F. J., and Collins, M. P., (1986) "The Modified Compression-Field Theory for Reinforced Concrete Elements Subjected to Shear," ACI Journal, March-April, ACI, pp. 219231. Vecchio, F. J., and Collins, M. P., (1988) "Predicting the Response of Reinforced Concrete Beams Subjected to Shear using Modified Compression-Field Theory," ACI Structural Journal, May-June, ACI, pp. 258-268.

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