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NTIS 바로가기Advances in concrete construction, v.3 no.2, 2015년, pp.113 - 126
Han, Man Yop (Department of Civil Systems Engineering, Ajou University) , Kim, Sung Bo (School of Civil Engineering, Chungbuk National University) , Kang, Tae Heon (Department of Civil Systems Engineering, Ajou University)
Holed-Incrementally Prestressed Concrete (H-IPC) girders are designed using the following new design concepts. At first, web openings reduce the self-weight of the girder, and also diffuse prestressing tendon anchorages. The reduced end anchoring forces decrease the web thickness of the end sections...
Abdalla, H. and Kennedy, J.B. (1995b), "Design against cracking at openings in prestressed concrete beams", PCI. J., 40(6), 60-75.
Castrodale, R.W. and White, C.D. (2004), NCHRP Report 517: Extending span ranges of precast prestressed concrete girders, Transportation Research Board, Washington, D.C., USA.
Garber, D.B., Gallardo, J.M., Huaco, G.D., Samaras, V.A. and Breen, J.E. (2014), "Experimental evaluation of strut-and-tie model of indeterminate deep beam", ACI. Struct. J., 111(4), 873-880.
Han, M.Y., Choi, S.H. and Jeon, Y.S. (2011), "Design and full size flexural test of spliced I-type prestressed concrete bridge girders having holes in the web", KSCE. J., 31(3A), 235-249.
Han, M.Y., Hwang, E.S. and Lee, C.D. (2003), "Prestressed concrete girder with multi-stage prestressing concept", ACI. Struct. J., 100(6), 723-731.
Han, M.Y., Jin, K.S., Kang, T.H. and Jeon, Y.S. (2010), "The study on behavior of holed web spliced PSC girders", Proceedings of the 2nd TCI-JCI-KCI Symposium.
Han, M.Y (2009). "Collaboration and integration in engineering management and technology", Proceedings of the 5th International Conference on Construction in the 21st Century (CITC-V), Istanbul, Turkey
Han, M.Y., Choi, S.H, Jeon, Y.S, Jin, K.S. and Kim, H.K. (2010), "A Revolutionary Design Concept for Post-Tensioned I-Type Bridge Girders", Proceedings of the 3rd fib International Congress.
Han, M.Y., Jin, K.S., Chang, D.H, Kang, T.H. and Jeon, S.J. (2014). "Effect of Holes and Segmentation on the Structural Behavior of a Prestressed Concrete Girder", KSCE. J., 18(6), 1711-1719.
Hsu, T.T.C., Laskar, A. and Mo, Y.L. (2010), "Shear strengths of prestressed concrete beams part 2: comparions with ACI and AASHTO provisions", ACI. Struct. J., 107(3), 340-345.
Janssen, H.H. and Spaans, L. (1993), "Record Span Spliced Bulb-Tee Girders Used in Highland View Bridge", PCI. J., 39(1), 12-19.
Laskar, A., Hsu, T.T.C. and Mo, Y.L. (2010), "Shear strengths of prestressed concrete beams part 1: experiments and shear design equations", ACI. Struct. J., 107(3), 330-339.
Mansur, M.A. (1998), "Effect of openings on the behavior and strength of R/C beams in shear", J. Cement. Concrete. Compos., 20(6), 477-486.
Mansur, M.A., Tan, K.H. and Wei, W. (2006), "Analysis of concrete beams with circular web openings using strut-and-tie models", Mal. J. Civil. Eng., 18(2), 89-98.
Smith, M.T., Howell, D.A., Triska, M.A.T. and Higgins, C. (2014), "Effects of axial tension on shear-moment capacity of full-scale reinforced concrete girders", ACI. Struct. J., 111(1), 211-222.
Thompson, J.M. and Pessiki, S. (2006), "Experimental investigation of precast, prestressed inverted-tee girders with large web openings", PCI. J., 51(6), 32-47.
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