Closure to “Efficient Prestressed Concrete-Steel Composite Girder for Medium-Span Bridges. II: Finite-Element Analysis and Experimental Investigation” by Yaohua Deng and George Morcous
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Volume 20, Issue 6
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References
AASHTO. (2007). LRFD bridge design specifications, 4th Ed. with 2008 interim revisions, Washington, DC.
American Concrete Institute (ACI) Committee 318. (2011). “Building code requirements for structural concrete and commentary.” ACI 318-11 and ACI 318R-11, Farmington Hills, MI.
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Comité Européen de Normalisation (CEN). (2004). “Design of concrete structures, part 1.1: General rules and rules for buildings.” Eurocode 2, EN 1992-1-1:2004:E, Brussels, Belgium.
Deng, Y. (2012). “Efficient prestressed concrete-steel composite girder for medium-span bridges.” Ph.D. dissertation, Univ. of Nebraska–Lincoln, Lincoln, NE.
Deng, Y., and Morcous, G. (2014). “Closure to ‘Efficient prestressed concrete-steel composite girder for medium-span bridges. I: System description and design’ by Yaohua Deng and George Morcous.” J. Bridge Eng., 07014008.
Deng, Y., Norton, T. R., and Tuan, C. Y. (2013). “Numerical analysis of concrete-filled circular steel tubes.” Struct. Build., 166(1), 3–14.
Morcous, G., Hanna, K., and Tadros, M. K. (2011). “Impact of 0.7 inch diameter strands on NU I-girders.” Final Rep. No. P311, Nebraska Dept. of Roads, Lincoln, NE.
Russell, B. W., and Burns, N. H. (1993). “Design guidelines for transfer, development and debonding of large diameter seven wire strands in pretensioned concrete girders.” Final Rep. No. FHWA/TX-93+1210-5F, Center for Transportation Research, Univ. of Texas at Austin, Austin, TX.
Russell, B. W., and Burns, N. H. (2008). “Appendix I: NASP test protocols.” NCHRP Rep. 603, National Cooperative Highway Research Program (NCHRP), Washington, DC.
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© 2014 American Society of Civil Engineers.
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Received: Sep 2, 2014
Accepted: Sep 16, 2014
Published online: Oct 10, 2014
Published in print: Jun 1, 2015
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