1 |
Leonhardt, F. (1987) Cable stayed bridges with prestressed concrete, PCI Journal, Vol. 32, No. 5.
|
2 |
Mathivat, J. (1988) Recent development in prestressed concrete bridges. FIB note, pp. 15-22.
|
3 |
Matsushita, H., Kawasaki, H., and Shiota, R. (2002) Structural and Economical Characteristics of Extradosed Bridge with Multiple Span and High Tower, Proceedings of FIB Symposium, pp. 117-124.
|
4 |
Oka, K., Kasuga, A., and Yamasaki, J. (1997) Consideration concerning structural character in extradosed bridge, Prestressed Concrete, Vol. 9, No. 2, pp. 53-58.
|
5 |
Spcifications for Design and Construction of Prestressed Concrete Cable-Stayed Bridges and Extradosed Bridges (2000) Japan Prestressed Concrete Engineering Association.
|
6 |
건설교통부(2005) 도로교설계기준.
|
7 |
오병환, 이성철, 최영철(2004) 엑스트라도즈드 PSC 교량의 구조 거동 해석, 대한토목학회 정기학술대회 논문집, 대한토목학회,pp. 2040-2044.
|
8 |
유영, 조정식, 김동근, 유웅석(2005) Extradosed PSC교 사재 장력의 유효전달길이에 관한 연구, 대한토목학회 정기학술대회논문집, 대한토목학회, pp. 123-126.
|
9 |
日本道路橋協會(1990) 道路橋示方書.同解說.
|
10 |
Cho, I.H. (2003) Analysis of cable force distribution in extradosed PSC Bridges, Master's thesis, Seoul National University.
|
11 |
Gimsing, N.J. (1997) Cable Supported Bridges:Concept and Design, John Wiley & Sons, Inc.
|
12 |
Kawasaki, H. and Yamauchi, A. (2000) New design consideration technique in Matakina bridge, Prestressed Concrete, Vol. 42, No. 3, pp. 32-36.
|
13 |
Komiya, M. (1997) Consideration concerning structural character in extradosed bridge, Civil Engineering Association Scientific Thesis Collection, Vol. 516, pp. 27-39.
|