References
- Breen, J. E., Burdet, O., Roberts, C., Sanders, D., and Wollmann G. (1994), Anchorage Zone Reinforcement for Post-Tensioned Concrete Girders, National Cooperative Highway Research Program Report 356, Washington, D. C., 8-11.
- Choi, K. H. (2013), Study on the Load Transfer Capacity of Circular Anchorage for Prestressed Concrete, Ph.D. dissertation, Wonju, Kangwon: Sangji University, Department of Civil Engineering.
- Chung, J. S., Koo, H. S. (2001), Minimization of Bursting Force at Anchorage Zone Using Prestressing Order for PSC Box Girder Bridge, Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, 5(2), 103-109.
- EOTA (2011), European Technical Approval ETA-06/0022, European Organization for Technical Approvals, Germany, 21-45.
- Freyssinet (2010), Freyssinet Prestressing, Freyssinet, France, 7-13.
- Guyon, Y. (1953), Prestressed Concrete, John Wiley and Sons, Inc., New york.
- Iyengar, K. T. S. R., and Yoganada, C. A. (1966), A Three Dimensional Stress Distribution Problem in the Anchorage Zone of a Post-Tensioned Concrete Beam, Magazine of Concrete Research, 18(55), 75-88. https://doi.org/10.1680/macr.1966.18.55.75
- Kim, H. W. (2010), Detail Analysis of PSC Beam Anchorage, Master dissertation, Wonju, Kangwon: Sangji University, Department of Civil Engineering, 46-58.
- Leonhardt, F. (1973), Das Bewehren von Stahlbetontragwerken, Beton-Kalender, von Wilhelm e. & sohn.
- Lim, D. H. (1994), Anchorage Zone Behavior and Analysis of Precast Prestressed Concrete Box-Girder Bridges, Ph.D. dissertation, Seoul : Seoul National University, Department of Civil Engineering.
- Morsch, E. (1924), Uber die Berechnung der Gelenkquader, Beton-und Eisen, 12, 156-161.
- Oh, B. H. (1997), Stress Distribution and Cracking Behavior at Anchorage Zone in Prestressed Concrete Members, ACI structural journal, ACI, 94(5), 549-557.
- VSL KOREA (2012), Post-Tensioning System, VSL KOREA, SEOUL, 7-15.
- W. C. Stone, W. Paes-Filho, J. E. Breen (1981), Behavior of Post-tensioned Girder Anchorage Zones, Center for Transportation Research, Austin, 73-81.
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