Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

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

References

1 
Lee, J. (2021), Prestressed Concrete : Strength Design and Limit State Design, Dong Myeong Publishers, Republic of Korea, 399 – 411, 739-741 (in Korean).URL
2 
Ministry of Land, Infrastructure and Transport (MOLIT). (2024), Concrete Bridge Design Code – Limit State Design Dethod : 24 14 21, Korea Construction Standards Center, Korea.URL
3 
Ministry of Land, Infrastructure and Transport (MOLIT). (2024), Concrete Structural Design Code : 14 20 01, Korea Construction Standards Center. Korea.URL
4 
Kim, S., Kim, H., and Lee, M. (2010), A Deterministic Investigation for Establishing Design Load of Railway Bridges, Journal of the Korean Society for Railway, 13(3), 290-297 (in Korean).URL
5 
Park, S., Yeo, I., and Paik, I. (2015), Analysis of Design Live Load of Railway Bridge Through Statistical Analysis of WIM Data for High-speed Rail, Journal of the Computational Structural Engineering Institute of Korea, 28(6), 589-597 (in Korean).DOI
6 
Nawy, E. G. (2000), Prestressed Concrete: A Fundamental Approach, Prentice-Hall, USA, 400-451.URL
7 
Kang, Y. J. (1977), Nonlinear Geometric, Material and Time- dependent Analysis of Reinforced and Prestressed Concrete Frames, University of California, Berkeley, UC-SESM 77-1, 45-59.URL
8 
Comité Euro-International du Béton. (1993), CEB-FIP 1990 Model Code for Concrete Structures.URL
9 
Gere, J. M., and Goodno B. J. (2013), Mechanics of Materials, Cengage Learning, USA, 760-773.URL
10 
Korea Railroad Research Institute. (2016), Development of Reliability -based Design Standards for Concrete Slab Track and Railway Bridge, and Improvement of Design Standards for Roadbed and Track Alignment, Final report to R&D of Ministry of Land, Infrastructure and Transport (in Korean).URL