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 
Park, S.K. and Kim, M.H. (2010), Seismic performance of precast beam-column joints with thru-connectors, Journal of the Korea Concrete Institute, KCI, 22(4), 441-450.DOI
2 
Feng, F., Dennis, L. and Jianqiao, Y. (2010), Moment resistance and rotation capacity of semi-rigid composite connections with precast hollowcore slabs, Journal of Constructional Steel Research, 66(3), 452-461.DOI
3 
Kim, T. H.(2012), Development of High Stregnth Cetrifugal Foremd Concerte Column, DAELIM Technical Review Architectual Engineering, 132-136.URL
4 
Kim, S. B., Kim, J. H. Jay and Kim, T. K. (2013), Experimental Test on Corner Rigid Joint Connection Method for Underground Roadway Structure, Journal of the Korean Society of Civil Engineers, 33(1), 23-34 (in Korean).DOI
5 
Kim, J. H., Kim, D. H. and Park, Y. S. (2021), A Study on the Mix Proportion 0f Concrete of Centrifugal Molding Beam, Proceedings of 2021 KCI Conf., KCI, pp. 305-306 (in Korean).URL
6 
Lee, D. S., Kim, Y. J., Kim, J. H., Kim, D. H. and Park, Y. S. (2021), A Study on the Design and Manufacturing Technology Development of Square Beams manufactured by Cetrifugal molding, Proceedings of 2021 KSCE Conf., KSCE, pp. 619-620 (in Korean).URL
7 
Kim, J. H., Kim, D. H., Park, Y. S., Lee, D. S. and Kim, Y. J. (2021), A Study on the Calculation of Centrifugal Force for Application of Precast Concrete Beam to Cetrifugal Molding System, Proceedings of 2021 KSMI Conf., KSMI, pp.14 (in Korean).URL
8 
Lee, D. S., Kim, S. J., Kim, J. H. and Kim, D. H. (2022), Study on Ultimate Behavior of Corner Rigid Joint for Avalanch Tunnel Composite with Cetrifugal Formed Beam, Proceedings of 2022 KSCE Conf., KSCE (in Korean).URL
9 
Kim, S. J., Lee, D. S., Kim, Y. J., Kim, J. H. and Park, Y. S. (2022), Study on Ultimate Behavior of Centrifugal Formed Prismatic Beam Composited with Deck Slab, Proceedings of 2022 KSCE Conf., KSCE (in Korean).URL
10 
Korean Concrete Institute. (2012), Design Specifications for Structural Concrete.URL
11 
Korean Society of Steel Construction. (2011), Korean Steel Structure Design Code and Commentary-Load and Resistance Factored Design.URL
12 
Korea Road & Transportation Association (KRTA) (2010), Road bridge design specifications (in Korean).URL
13 
Korea Road & Transportation Association (KRTA) (2016), Road bridge design specifications (in Korean).URL
14 
Korea Research Institute for Human Settlements (KRIHS) (2003), The Middle and Long Term Investment Strategies of Transportation Social Overhead Capitals (in Korean).URL
15 
Shin, H. M. (2007), Prestress concrete, 10th Ed., Dong myung sa (in Korean).URL
16 
Precast/Prestressed Concrete Institute (2003), Precast Prestressed Concrete BRIDGE DESIGN MANUAL (I), (II).URL
17 
Mitchell, Denis, Cook, William D., Khan, Arshade A. and Tham, Thomas (1993), Influence of high strength concrete on transfer and development length of pretensioning strand, PCI JOURNAL, 38(3), 52-66.URL
18 
Nawy, Edward G. and Huang, P. T. (1977),“Crack and deflection control of pretensioned prestressed beams, PCI JOURNAL, 22(3), 30-47.URL
19 
Midas IT(2004), ANALYSIS & ALGORITHM.URL