References
- Balsamo, F. P. and Drewery, R. M. (1989), "Inspection and rehabilitation of the John A. Roebling suspension bridge", Proceedings of the 6th Annual International Bridge Conference, Pittsburgh Pennsylvania.
- Boonyapinyo, V., Yamada, H. and Miyata, T. (1994), "Wind-induced nonlinear lateral-torsional buckling of cable-stayed bridges", J. Struct. Engrg., ASCE, 120(2), 486-506. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:2(486)
- Chen, A. R. and Song, J. Z. (2000), Wind-resistant Research on the Runyang Bridge, Research Report, Tongji University.
- China Standard JTG D60 (2004), General Code for Design of Highway Bridges and Culverts, China Communication Press, Beijing, China (in Chinese).
- Finzi, L. and Castllani, A. (1992), "Innovative structural system for 2 mile span suspension bridge", Innovative Large Span Structures, IASS CSCE International Congress, Toronto.
- Fumoto, K., Murakoshi, J., Hata, K. and Miyazaki, M. (2004), "A study on the aerodynamic characteristics of a new type of super long span bridge", Proceedings of IABSE Congress, Shanghai.
- Gimsing, N. J. (1992), "Design of a long-span cable-supported bridge across the Great Belt in Denmark", Innovative Large Span Structures, IASS CSCE International Congress, Toronto.
- Gimsing, N. J. (1997), Cable-supported bridges- Concept & Design, John Wiley & Sons Ltd, England.
- Hu, J. (2000), "Theoretical study of long-span cable-stayed-suspension bridges", Ph.D. thesis, Northern Jiaotong University, Beijing, China.
- Lin, T. Y. and Chow, P. (1991), "Giraltar straits crossing- a challenge to bridge and structural engineers", Struct. Eng. Int., Journal of the IABSE, (2), 53-58.
- Meng, Y., Liu, D. and Sun, S. H. (1999). "Study on the design of long-span cable-stayed-suspension hybrid bridges", Journal of Chongqing Jiaotong Institute, 18(4), 8-12.
- Nagai, M., Xie, X., Yamaguchi, H. and Fujino,Y. (1998), "Static and dynamic instability analyses of 1400-meter long-span cable-stayed bridges", IABSE Reports, 79, 281-286.
- Sato, H., Kusuhara, S., Ogi, K., Kitagawa, M. and Ito, S. (2000), "Wind resistance of super long bridges in smooth flow", Proceedings of the 16th Wind Engineering Symposium, JAWE, Nov.
- Wang, H. J., Shioi, Y., Hasegawa, A. and Takanori, E. (2001), "Displacement characteristics of compound bridge of suspension bridges and cable-stayed bridges", IABSE Conference on Cable-supported bridges- Challenge Technical Limits, Seoul, Korea.
- Xiao, R. C. and Xiang, H. F. (1999), "Mechanics characteristics and economic performances study for cablestayed-suspension bridges", China Journal of Highway and Transportation, 12(3), 43-48.
- Xiao, R. C. (2000), "Research on the design of cable-stayed-suspension hybrid bridges", China Civil Engineering Journal, 33(5), 46-51.
- Zen, P., Zhong, T.Y., Yan, G. P. (2002), " An study of dynamic characteristics for large- span cable- stayedsuspension bridges", Chinese Journal of Computational Mechanics, 19(4), 472-475
- Zhang, X.J., Sun, B.N. and Xiang, H. F. (2002), "Nonlinear Aerostatic and Aerodynamic Analysis of Long-span Cable-stayed Bridges Considering Wind-structure Interactions", J. Wind Eng. Ind. Aerody., 90(9), 1065-1080. https://doi.org/10.1016/S0167-6105(02)00251-9
Cited by
- Study of seismic performance of cable-stayed-suspension hybrid bridges vol.55, pp.6, 2015, https://doi.org/10.12989/sem.2015.55.6.1203
- Effects of partially earth-anchored cable system on dynamic wind response of cable-stayed bridges vol.11, pp.6, 2008, https://doi.org/10.12989/was.2008.11.6.441
- Study of seismic performance and favorable structural system of suspension bridges vol.60, pp.4, 2016, https://doi.org/10.12989/sem.2016.60.4.595
- Analysis of Structural Parameters of Cable-Stayed Suspension Bridges vol.163, pp.None, 2010, https://doi.org/10.4028/www.scientific.net/amr.163-167.2068
- Approximate calculation of the static analysis of a lifted stay cable in super-long span cable-stayed bridges vol.74, pp.5, 2007, https://doi.org/10.12989/sem.2020.74.5.635