Mobile QR Code QR CODE
Export citation EndNote
1 
1.Expressway and Transportation Research Institute, A Study on the Continuation Method of Precast Prestressed Concrete Girder Bridges, Expressway and Transportation Research Institute, Korea, 1999, 193 pp.Google Search
2 
2.Geren, K. L. and Tadros, M. K., “The NU Precast/ Prestressed Concrete Bridge I-Girder Series,” PCI Journal, Vol. 39, No. 3, 1994, pp. 26-38.Google Search
3 
3.Sun, C. H., Lee, J. S., and Kim, I. H., “A Study on the Continuation Effect of the PC Beam Bridge Reinforced by Span-Jointing of Slab,” Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 6, No. 4, 2002, pp. 225-232.Google Search
4 
4.Yoo, S. W., Yang, I. H., and Suh, J. I., “Experiment of Flexural Behavior of Prestressed Concrete Beams with External Tendons According to Tendon Area and Tendon Force,” Journal of the Korea Concrete Institute, Vol. 21, No. 4, 2009, pp. 513-521.DOI
5 
5.Lee, B. J., Park, J. G., Kim, M. Y., Shin, H. M., and Park, C. H., “Experimental Study on Flexural Behavior of PSC I Girder and the Effect of External Prestressing,” Journal of the Korea Concrete Institute, Vol. 19, No. 6, 2007, pp. 755-762.DOI
6 
6.Korea Infrastructure Safety and Technology Corporation (KISTEC), Development of Methods of Evaluation of Prestressing Force and Assessment of Load-Carrying Capacity of the Bridges Strengthened with External Tendons, KISTEC, Korea, 2007, 238 pp.Google Search
7 
7.McConell, V. P., “Bridge Column Retrofit : Hybond Unifabric,” High Performance Composites, 1993, pp. 19-20.Google Search
8 
8.American Concrete Institute(ACI), External Prestressing in Bridges, SP-120, Naaman, A. and Breen, J., Eds., ACI, Michigan, U. S., 1990, 458 pp.Google Search
9 
9.Han, M. Y. and Lee, S. W., “Analysis of Strengthening Amount of External Tendon Strengthening Method,” Proceedings of Korean Society of Civil Engineers Annual Convention, Korea, 2004, pp. 4766-4771.Google Search
10 
10.Han, M. Y., Lee, J. H., and Lee, S. Y., “A Study on Development of Tensile End Bracket for External Prestressing Methods,” Journal of the Korean Society of Civil Engineers, Vol. 21, No. 5A, 2001, pp. 611-618.Google Search
11 
11.Tan, K. H. and Ng, C. K., “Effects of Deviators and Tendon Configuration on Behavior of Externally Prestressed Beams,” ACI Structural Journal, Vol. 94, No. 1, 1997, pp. 13-22.Google Search
12 
12.Shin, J. W., An Experimental Study of External Prestress Strengthening Method for Continuous Bridges, Master’s Thesis, Ajou University, Korea, 2007, 108 pp.Google Search
13 
13.Kwak, H. G., Son, J. K., Kim, S. Y., and Park, Y. H., “Development of Analysis Program for PSC Beams with Unbonded External Tendons,” Journal of the Korean Society of Civil Engineers, Vol. 26, No. 2A, 2006, pp. 247-260.Google Search
14 
14.Park, J. G., Lee, B. J., Kim, M. Y., and Shin, H. M., “Analytical Method on PSC I Girder with Strengthening of External Tendon,” Journal of the Korea Concrete Institute, Vol. 20, No. 6, 2008, pp. 697-704.DOI
15 
15.Choi, K. C. and Lee, J. S., “Nonlinear Analysis of PSC Girders with External Tendons,” Journal of the Computational Structural Engineering Institute of Korea, Vol. 23, No. 3, 2010, pp. 303-314.Google Search
16 
16.Crozier, A. C., “Strengthening a Fifty-Year-Old Viaduct,” Concrete, Vol. 8, No. 7, 1974, pp. 22-25.Google Search
17 
17.Moreau, P. and Muller, J., “Strengthening by Means of Additional Prestressing of the Pont de Givors,” Annales de L'Institut Technique du Batiment et des Travaux, No. 411, 1983, pp. 105-109.Google Search
18 
18.Schuebiger, E. and Wachter, H. R., “Utilization of Prestressing for the Restoration of the Swiss Railway Overpass near Lachen,” Schweizersche Bauzeitung, Vol. 73, No. 31, 1955, pp. 475-478.Google Search
19 
19.Vernigora, E., Marcil, J. R. M., Slater, W. M., and Aiken, R. V., “Bridge Rehabilitation and Strengthening by Continuous Post-Tensioning,” PCI Journal, Vol. 14, No. 2, 1969, pp. 88-104.Google Search
20 
20.Virlogeux, M., “External Prestressing,” Annales de L'Institut Technique du Batiment et des Travaux, No. 420, 1983, pp. 115-124.Google Search
21 
21.Tadros, M. K., Ficence, J. A., Einea, A., and Holdsworth, S., “A New Technique to Create Continuity in Prestressed Concrete Members,” PCI Journal, Vol. 38, No. 5, 1993, pp. 30-37.Google Search
22 
22.Korea Road and Transportation Association (KRTA), Standard Specifications for Highway Bridges, KRTA, Korea, 2013, 420 pp.Google Search
23 
23.American Association of State Highway and Transportation Officials (AASHTO), Standard Specifications for Highway Bridges, 17th Ed., AASHTO, Washington, D. C., U. S., 2002, 829 pp.Google Search
24 
24.Shin, H. M., Prestressed Concrete, 10th Ed., Dongmyungsa, Korea, 2008, 504 pp.Google Search
25 
25.Lin, T. Y., “Load Balancing Method for Design and Analysis of Prestressed Concrete Structures,” ACI Journal, Vol. 60, No. 6, 1963, pp. 719-742.Google Search
26 
26.Lin, T. Y. and Burns, N. H., Design of Prestressed Concrete Structures, 3rd Ed., John Wiley and Sons, New York, U. S., 1981, 646 pp.Google Search
27 
27.Oh, B. H. and Jeon, S. J., “Limitations and Realistic Application of Equivalent Load Methods in Pre-Stressed Concrete Structures,” Magazine of Concrete Research, Vol. 54, No. 3, 2002, pp. 223-231.DOI
28 
28.Shin, H. M. and Lee, J. H., Reinforced Concrete, 11th Ed., Dongmyungsa, Korea, 2013, 707 pp.Google Search