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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

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  3. 2025-10 (Vol.29 No.5)
  4. 10.11112/jksmi.2025.29.5.76
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References

1 
Ahn, Y.S. (2012), A Study on Structural Behavior and Optimum Design of Composite Rigid Frame Bridge Integrated with PS Bar, Ph.D. Dissertation, Dong Yang University(In Korean, with English abstract)URL
2 
Ahn, Y.S., and Chung, J.S. (2012), Experimental Study for the Development of Steel-Concrete Composite Rigid-Frame Bridges Integrated with PS Bar. J. of the KOSOS, 27(4), 50-61 (In Korean, with English abstract).DOI
3 
Ahn, Y. S., Oh, M. H., Chung, J. S., and Lee, S. Y. (2012), Fatigue Capacity Evaluation of the Girder-Abutment Connection for the Steel-Concrete Composite Rigid-Frame Bridge Integrated with PS Bar. Journal of the Korea Concrete Institute, 24(4), 453-463 (In Korean, with English abstract).URL
4 
Al-Anbarestani, S., et al. (2024), Fatigue life assessment of steel girders strengthened with external prestressing tendons. Engineering Structures, 290, 115891.URL
5 
Arockiasamy, M., and Sivakumar, M. (2005), Finite element analysis of the behavior of a skewed integral bridge. Practice Periodical on Structural Design and Construction, 10(2), 115-124.URL
6 
Cho, D. I. (2019), An Experimental Study on the Static Behavior of Steel Composite Rahmen with Partial Horizontally Prestressed, Ph.D. Dessertation, Korea National University of Transportation. (In Korean, with English abstract)URL
7 
Cho, S. (2018), The Effect of Prestressing Force Introduction of Vertical Steel Rods on the Reduction of Positive Bending Moment in Steel Girders, Master’s thesis, University of Seoul. (In Korean, with English abstract)URL
8 
Dicleli, M. (2000), A rational design approach for prestressed-concrete-girder integral bridges. Engineering Structures, 22(8), 897-911.DOI
9 
Hur, J. H., and Lho, B. C. (2021), Load Transfer Test for Re-tensioning Post-Tension Kit for Prestressed Concrete, Journal of the Korea Institute for Structural Maintenance and Inspection, 25(5), 8-14.URL
10 
Jin, H. C. (2025), A Study on the Structural Performance of the T-Wing PS Composite Rigid-Frame Method, Master’s thesis, Sangji University, Graduate School of Social Convergence. (In Korean, with English abstract)URL
11 
Joung, D. K. (2012), Development and Analysis of Vertically Prestressed Composite Rahmen Bridge, Ph.D. Dessertation, Kyung Hee University. (In Korean, with English abstract)URL
12 
Kim, S. H., Joung, J. Y., Heo, W. H., and Jung, C. Y. (2013), Performance Evaluation of Rahman-type Movable Joint System for Temporary Bridge, Journal of Korean Society of Steel Construction, 25(1), 1-13.URL
13 
Kim, S. H., and Laman, J. A. (2010), Behavior of integral abutment bridges under thermal loading, Engineering Structures, 32(6), 1495-1508.URL
14 
Kwon, Y. S., and Shim. T. M. (2013), Hydro-Rahmen Methods Using Vertical Prestressing System, Magazine of the Korea Concrete Institute, 25(1), 49-53 (In Korean, with English abstract).URL
15 
Lee, S.Y., Ahn, Y.S., Oh, M.H., Chung, J.S., and Yang, S.D. (2012), An Experimental Study on the Girder-Abutment Connection for the Steel-Concrete Composite Rigid-Frame Bridge Integrated with PS Bars, Journal of the Korea Concrete Institute, 24(3), 249-258.URL
16 
Nawy, E. G. (2009), Prestressed Concrete: A Fundamental Approach. Prentice Hall.URL
17 
Nie, J., Tao, M., and Cai, C. S. (2011), Analytical and numerical modeling of prestressed continuous steel-concrete composite beams, Journal of Structural Engineering, 137(12), 1405-1418.DOI
18 
Oehlers, D. J., and Bradford, M. A. (1995), Composite steel and concrete structural members: fundamental behaviour. Pergamon.URL
19 
Troyano-Ramos, A., et al. (2023), Nonlinear analysis of externally prestressed steel-composite beams for enhanced load-carrying capacity, Journal of Bridge Engineering, 28(5), 04023001.URL