1 |
Lee, H. J., Byun, K. J., Song, H. W., Kim, H. J. and Kim, Y. S. (2005), Behavior of Segments in Precast Prestressed Concrete Hollow Slab Bridges, Proceeding of Korea Concrete Institute, 2005(5), 43-46.
|
2 |
Canha, R. M. F., Campos, G. M. and El Debs, M. K. (2012), Design model and recommendations of column-foundation connection through socket with rough interfaces, IBracon Structures and Materials Journals, 5(2)182-218.
|
3 |
Buyukozturk, O., Bakoum, M. M. and Beattie, S. M. (1990), Shear Behavior of Joints in Precast Concrete Segmental Bridges, Journal of Structural Engineering, 116(2), 3380-3401.
DOI
|
4 |
ASSHTO (2006), AASHTO LRFD Bridge Design Specifications, 4th Edition, American Association of State Highway Transportation Officials, Washington, D. C.,185-189.
|
5 |
최종원 (2006), 프리캐스트 PSC 분절 거더 교량의 구조거동, 연세대학교 공학대학원, 석사학위논문, 52-81.
|
6 |
Rizkalla, S. H., Serrette, R. L., Heuvel, J. S. and Attiogbe, E. K. (1989), Multiple shear key connections for precast shear wall pannels, PCI journal, 1989, 104-120.
|