|
AASHTO (2012). AASHTO LRFD Bridge Design Specifications, AASHTO. Sixth Edition: 1661. ACI (1963). Building Code Requirements for Reinforced Concrete (ACI 318-63) and Commentary (ACI 318R-63). Farmington Hills, ACI. ACI (2011). Building Code Requirements for Structural Concrete (ACI 318M-11). Farmington Hills. Alejandro R. Avendaño V., O. B. (2008). Shear Strength and Behavior of Prestressed Concrete Beams. Texas, The University OF Texas at Austin: 180. B. K. Teoh, M. A. M., T. H. Wee (2002). "Behavior of High-Strength Concrete I-Beams with Low Shear Reinforcement." ACI Structural Journal: 9. B., M. (2000). "Use less cement." Concr Int: 22(11):55-26. Bentz, E. C. (2000). Sectional Analysis of Reinforced Concrete Members. PhD., University of Toronto. Boehm, K. M. (2008). Structural Performance of Self-Consolidating Concrete in AASHTO Type I Prestressed Girders. M.Sc Thesis, Auburn University. Brewe, J. E. and J. J. Myers (2009). "Shear Behavior of Reduced Modulus Prestressed High Strength Self-Consolidating Concrete (HS-SCC Members Subjected to Elevated Concrete Fiber Stresses." PCI: 17. Brian Runzell, C. S., Catherine French (2007). Shear Capacity of Prestressed Concrete Beams. Minnesota, University of Minnesota: 237. Bruce, B., H. Russell, et al. (2003). Fatigue and Shear Behavior of HPC Bulb-Tee Girders Interim Report. Louisiana, Tulane University: 71. Canfield, S. R. (2005). Full Scale Testing Of Prestressed, High Performance Concrete, Composite Bridge Girders. Master, Georgia Institute of Technology. Celik Ozyildirim, J. P. G. (1999). High-Performance Concrete in a Bridge in Richlands, Virginia. Virginia, Virginia Department of Transportation and the University of Virginia. Chao-Lung Hwang , M.-F. H. (2005). "Durability design and performance of self-consolidating lightweight concrete." Construction and Building Materials: 8. Choi, W., S. Rizkalla, et al. (2008). "Behavior and design of high-strength prestressed concrete girders." PCI Journal. Clay Naito, G. B., Greg Parent, Tyler Tate, (2005). Comparative Performance of High Early Strength and Self Consolidating Concrte For Use in Precast Bridge Beam Construction. Bethlehem, Lehigh University: 102. Cross, B. T. (2012). Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders. PhD., Virginia Polytechnic Institute and State University. Cuenca, E. and P.Serna (2013). "Shear Behavior of Prestressed Precast Beams Made of Self-Compacting Fiber Reinforced Concrete." Construction and Building Materials: 12. D. B. Thatcher, J. A. H., R. T. Kolozs, G. S. Sylva III, J. E. Breen, and N. H. Burns (2002). Structural Lightweight Concrete Prestressed Girders and Panels. Texas, The University of Texas at Austin: 211. D.Trent, J. (2007). Transfer Length, Development Length, Flexural strength, and Prestress Loss Evaluation in Pretensioned Self-Consolidating Concrete Members. Master, Virginia Polytechnic Institute and State University. Dymond, B. Z. (2007). Shear Strength of a PCBT-53 Girder Fabricated With Lightweight, Self-Consolidating Concrete. Master, Virginia Polytechnic Institute and State University. Forster, S. W. (1994). " High-Performance Concrete: Stretching the Paradigm." Concrete International. Gaimster, R., Foord, C. (2000). "Self-compacting concrete." Concrete 34: 23-25. Graybeal, B. A. (2008). "Flexural Behavior of an Ultrahigh-Performance Concrete I-Girder." Journal of Bridge Engineering ASCE: 9. Haines, R. A. (2005). Shear Testing of Prestressed High Performance Concrete Bridge Girders. M.Sc, Georgia Institute of Technology. Hamilton, H. R., T. Labonte, et al. Behavior of Pretensioned Type II AASHTO Grders Constructed with Self-Consolidating Concrete. Heckmann, C. and O. Bayrak (2008). Effects of Increasing the Allowable Compressive Stress at Release on the Shear Strength of Prestressed Concrete Girders, Center for Transportation Research, The University of Texas at Austin: 173. Hemant B. Dhonde, Y. L. M. a. T. T. C. H. (2005). Fiber Reinforcement in Prestressed Concrete Beams. Austin, Texas, University of Houston: 158. Higgs, A. T. (2013). Shear and Flexural Capacity of High Strength Prestressed Concrete Bridge Girders. M.Sc, Utah State University. Hwang, C.-L. and L.-S. Lee "Future Reserarch Trends in High-Performance Concrete." Transportation Research Record: 7. K. H. Khayat, K. M., and A. Trudel (1997). "In-Situ Mechanical Properties of Wall Elements Cast Using Self-Consolidating Concrete." ACI Materials Journal 94(6): 492-450. Kahn, L. F., K. E. Kurtis, et al. (2004). Lightweight Concrete for High Strength High Performance Precast Prestressed Bridge Girders. Georgia. Kahn, L. F., K. E. Kurtis, et al. (2004). "Lightweight Concrete for High Strength/High Performance Precast Prestressed Bridge Girders." Kassner, B. L., C. Roberts-Wollmann, et al. (2012). "Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks." Kim, Y. H. (2008). Characterization of Self-Consolidating Concrete for The Design of Precast, Pretensioned Bridge Superstructure Elements. Doctoral, Texas A&M University. Laskar, A., T. T. C. Hsu, et al. (2010). "Shear Strengths of Prestressed Concrete Beams Part 1: Experiments and Shear Design Equations." ACI Structural Journal. Laskar, A., T. T. C. Hsu, et al. (2010). "Shear Strengths of Prestressed Concrete Beams Part 2: Comparisons with ACI and AASHTO Provisions." ACI Structural Journal. Mindess S, Y. J. (1981). Concrete. New York, Prentice-Hall. Naaman, A. E. (2012). Prestressed Concrete Analysis and Design: Fundamentals. America. Nadim Wehbe, A. S., Zachary Gutzmer, Chad Stripling and G. R. Assistant (2009). Structural Performance of Prestressed Self-Consolidating Concrete Bridge Girders Made with Limestone Aggregates. Dakota, South Dakota State University: 235. Nassar, A. J. (2002). Investigation of Transfer Length, Development Length, Flexural Strength and Prestress Loss Trend in Fully Bonded High Performance Lightweight Prestressed T-Beams. Master, Virginia Polytechnic Institute and State University. Nawy, E. G. (2010). Prestressed Concrete : A Fundamental Approach. America, Prentice Hall. Neville-, P.-C. A. a. A. (1993). "High-Performance Concrete Demystified." Osborn, G. P., P. J. Barr, et al. (2012). "Residual Prestress Forces and Shear Capacity of Salvaged Prestressed Concrete Bridge Girders." Journal of Bridge Engineering, ASCE. Ozawa, H. O. a. K. (1995). "Mix-Design for Self-Compacting Concrete." Concrete Library of the Japanese Society of Civil Engineers: 107-120. Ozyildirim, C. and José P. Gomez (1999). "High-Performance Concrete In A Bridge In Richlands, Virginia." PCA (2008). PCA Notes on 318-08. Farmington Hills, ACI Committee 318. PCI, T.-.-. (2003). Interim Guidelines for the Use of Self-Consolidating Concrete in Precast/Prestressed Concrete Institute Member Plants. Chicago, Illinois, Precast/Prestressed Concrete Institute. Raymond, K. K., R. N. Bruce, et al. Shear Behavior of HPC Bulb-Tee Girders. Saqan, E. I. and R. J. Frosch (2009). "Influence of Flexural Reinforcement on Shear Strength of Prestressed Concrete Beams." ACI Structural Journal. Seong-Cheol Lee, J.-Y. C., and Byung-Hwan Oh (2010). "Shear Behavior of Large-Scale Post-Tensioned Girders with Small Shear Span-Depth Ratio." ACI Structural Journal 14. Theresa M. Ahlborn, C. E. F., Carol K. Shield (2000). High-Strength Concrete Prestressed Bridge Girders: Long Term and Flexural Behavior. Minneapolis, University of Minnesota: 384. Wight, J. K. and J. G. Macgregor (2012). Reinforced Concrete Mechanics and Design. America, Pearson. Yuan-Yuan Chen , B. L. A. T., Chao-Lung Hwang (2013). "Effect of paste amount on the properties of self-consolidating concrete containing fly ash and slag." Construction and Building Materials: 7. Zia, P., S. Ahmad, et al. (1997). High Performance Concrete : A sate-of-Art report. McLean, Federal Highway Administration.
|