1 |
Masamitsu, O. and Jiro, T. and Michio, Y. and Kunihisa, M. 'Design of Complex Cable-Stayed Bridge' International Conference on Cable-Stayed Bridge, p18-20, Nov. 1987
|
2 |
Leonhardt, F and W. Zeller. 'Cable-Stayed Bridges', IABSE Surveys S-13/80: 21-48, 1980
|
3 |
W. Kanok-Nukulchai, Cable-Stayed Bridges Experiences & Practicek, Vol. 1-2, 1987
|
4 |
Raju, T. and Derick Maxwel, B. 'A Computer Program for Non-Linear Dynamic Analysis of Cable-Stayed Bridges Under Seismic Loading', International Conference on Cable-Stayed Bridge, 1987
|
5 |
Torii, K. and Nukatani, H. 'An Optimum Designing Method of a Statically Indeter-mi-nate Structure', Research Report of the Tech. Univ. of Nagaoka, p61-66, No.5, 1983
|
6 |
M. Como and A. Grimaldi and M. Lembo, 'On The Statical Behaviour Of Mixed Cable Stayed/Suspension Bridges' International Conference On Cable-Stayed Bridges, Bangkok, November 18-20, 1987
|
7 |
Yamada, Y., Daigugi, H. and Imamura, K. 'Optimum Parameter Design of Cable- Stayed Bridges' Bridges and Foundation, p28-32, Feb, 1978
|
8 |
Third Operation Bureau Honshu-Shikoku Bridge Authority, Design and Construction Techonology for The Tatara Bridge, 1999
|