1 |
Gohler, B., Pearson, B. (2000) Incrementally Launched Bridge, Ernst & Sohn
|
2 |
Rosignoli, M. (1997) Influences of the Incremental Launching Construction Method on the Sizing of Prestressed Concrete Bridge Decks. Proc. Instn Civ. Engrs. Structs & Bldges., 122(3) pp.316-325
|
3 |
Rosignoli, M. (1999) Presizing of Prestressed Concrete Launched Bridge. ACI Structural Journal, 96(5) pp.705-710
|
4 |
건설교통부 (2005) 도로교설계기준, 한국도로교통협회
|
5 |
Sasmal. S., Ramanjaneyulu. K., Srinivas. V., Gopalakrishnan, S. (2004) Simplified Computational Methodology for Analysis and Studies on Behaviour of Incrementally Launched Continuous Bridges. Structural Engineering and Mechanics. 17(2)
|
6 |
김용훈, 김씨동, 정승훈 (1999) ILM 공법을 적용한 장폭(B=19.5m) 1Cell PSC Box Girder의 낙단대교 상부공 설계사례, 한국전산구조공학회학회지, 12(3) pp.95-101
|
7 |
(주)마아다스아이티 (2003) MIDAS/CIVIL, (주)마이다스아이티
|
8 |
Rosignoli, M. (1997) Incremental Bridge Launching. Concrete Int. 19(2) pp.36-40
|
9 |
안태욱, 양성운, 이환우 (2003) ILM 교량의 압출추진코와 교량 상부구조와의 상호작용, 가을 학술발표회 논문집, 대한토목학회, pp.709-714
|
10 |
Rosignoli , M. (998) Nose-Deck Interaction in Launched Presstressed Concrete Bridge, Bridge Engineering, pp.21-27
|