Tian-Fei Li¹, Chang-Huan Kou This email address is being protected from spambots. You need JavaScript enabled to view it.², Chin-Sheng Kao³, Je Jang¹ and Jeng-Lin Tsai⁴

¹Institute of Bridge Engineering, Dalian University of Technology, Dalian, Liaoning, P.R. China
²Department of Architecture and Urban Planning, Chunghua University, Hsinchu, Taiwan 300, R.O.C.
³Department of Civil Engineering, Tamkang University, Tamsui, Taiwan 251, R.O.C.
⁴Department of Civil Engineering, Chunghua University, Hsinchu, Taiwan 300, R.O.C.

REFERENCES

1. [1] Hirai, A., Okauchi, I. and Ito, M., “Studies on the Critical Wind Velocity for Suspension Bridges,” Proc. Int. Res. Seminar on Wind Effects on Buildings and Structures, Ontario: University of Toronto Press, Canada, pp. 81103 (1967).
2. [2] Xiang, H. F. and Lin, Z. X., “Bridge Wind Load Design Specification,” Research Topics, Structural Engineer, Vol. 11, pp. 14 (1998). [Chinese]
3. [3] Boonyapinyo, V., Miyata, T. and Yamada, H., “Analysis of Cable-Supported Bridges under Wind Load, Part I: Ultimate Strength,” Proceedings of the Fourth Asia Pacific Symposium on Wind Engineering, Australia (1997).
4. [4] Boonyapinyo, V., Miyata, T. and Yamada, H., “Analysis of Cable-Supported Bridges under Wind Load, Part II: Combined Flutter and Buffeting Response in Time Domain,” Proceedings of the Fourth Asia Pacific Symposium on Wind Engineering, Australia (1997).
5. [5] Boonyapinyo, V., Yamada, H. and Miyata, T., “WindInduced Nonlinear Lateral-Torsion Buckling of Cable-Stayed Bridges,” Journal of Structural Engineering, Vol. 120, No. 2, pp. 486506 (1994). doi: 10. 1061/(ASCE)0733-9445(1994)120:2(486)
6. [6] Miyata, T. and Tanaka, H., Wind Effects on Structures: “Aerodynamics of Long-Span Structures,” Univ. of Tokyo Press (1976).
7. [7] Miyata, T., Yamada, H. and Kazama, K., “On an Application of the Direct Flutter FEM Analysis for Long-Span Bridges,” Proc. 9th Int. Conf. on Wind Engineering, New Delhi, India, pp. 10331041 (1995).
8. [8] Boonyapinyo, V., Yamada, H. and Lvflyata, T., “Wind Induced Nonlinear Lateral-Torsional Buckling of Cable-Stayed Bridges,” Structural Engineering, ASCE (1994). doi: 10.1061/(ASCE)0733-9445(1994)120:2 (486)
9. [9] Hirai, A., Okauchi, I. and Ito, M., “Studies on the Critical Wind Velocity for Suspension Bridges,” Proc. Int. Res. Seminar on Wind Effects on Buildings and Structures, Ontario: University of Toronto Press, Canada, pp. 81103 (1967).
10. [10] Nagai, M., Xie, X., Yamaguchi, H. and Fujino, Y., “Static and Dynamic Instability Analyses of 1400- Meter Long-Span Cable-Stayed Bridges,” Long-Span and High-Rise Structures, IABSE Symposium, Kobe, pp. 281286 (1998).
11. [11] Boonyapinyo, V., Miyata, T. and Yamada, H., “Analysis of Cable-Supported Bridges under Wind Load, Part I: Ultimate Strength,” Proceedings of the Fourth Asia Pacific Symposium on Wind Engineering, Australia (1997).
12. [12] Boonyapinyo, V., Miyata, T. and Yamada, H., “Analysis of Cable-Supported Bridges under Wind Load, Part II: Combined Flutter and Buffeting Response in Time Domain,” Proceedings of the Fourth Asia Pacific Symposium on Wind Engineering, Australia (1997).
13. [13] Miyata, T., Yamada, H. and Kazama, K., “On Application of the Direct Flutter FEM Analysis for Long Span Bridges,” Proc. 9th Int. Conf. on Wind Engineering, New Delhi, India, Vol. 2, pp. 10331041 (1995).
14. [14] Xie, X. and Yamaguchi, H., “Static Behaviors of SelfAnchored and Partially Earth-Anchored Long Span Cable Stayed Bridges,” Structural Engineering and Mechanics, Vol. 6, No. 5, pp. 767774 (1997). doi: 10.12989/sem.1997.5.6.767
15. [15] Fang, M. S., Large-Span Cable Supported Bridge Nonlinear Aerostatic Stability Theory, PhD Thesis, Tongji University (1997). [Chinese]
16. [16] Cheng, J., Study on Nonlinear Aerostatic Stabifity of Cable-Supported Bridges, PhD Thesis, Tongji University (2000). [Chinese]
17. [17] Zhang, Z. T., Nonlinear Buffeting Vibration and It’s Effects on Aerostatic and Aerodynamic StabiIity of Long-Span Bridges, PhD Thesis, Tongji University (2004). [Chinese]
18. [18] Zou, X. J., Domain Analysis of Cable Stayed Bridge Wind-Induced Vibration Response and Stability of the Static Wind, PhD Thesis, South China University of Technology (2003). [Chinese]
19. [19] Nagai, M., Fujino, Y., Yamaguchi, H. and Iwasaki, E., “Feasibility of a 1,400 m Span Steel Cable-Stayed Bridge,” J. Bridge Eng., Vol. 9, No. 5, pp. 444452 (2004). doi: 10.1061/(ASCE)1084-0702(2004)9:5(444)
20. [20] Hu, X. L., Stability Analysis of Large Span CableStayed Bridge Shaking Vibration Response and Calm Wind, PhD Thesis, Tongji University (2006). [Chinese]
21. [21] JTG/T D60-01-2004, Highway Bridge Wind Load Design Specification, Beijing: China Communications Press (2004). [Chinese]