References

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[2] Podolny, Jr., W., Current corrosion proyection methods for stay cables, in IABSE Report 83-2, Symp. Extending the Life-Span of Structures, 855, 1995.

[3] Ito, M., Tada, K., and Kitagawa, M., Cable corrosion protection system for cable-supported bridges in Japan, op. cit. [2], 873.

[4] Lapsley, R.D. and Granz, H.R., Experience, developments and trends for improved durability of stay cables, op. cit. [2], 879.

[5] Recommendations for Stay Cable Design, Testing and Installation, 4th ed., Post-Tensioning Institute, 2001, sec. 5.2.

[6] Maeda, K. et al., Applicability of CFRP cables to ultra long span suspension bridges, IABSE Report 84, Conf. Cable-Supported Bridges (in CD-ROM), 2001.

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[10] Okukawa, A., Suzuki, S., and Harazaki, I., Suspension bridges, in Bridge Engineering Handbook, Chen, W.-F. and Duan, L., Eds., CRC Press, Boca Raton, FL, 2000, chapter 18.

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[14] Tang, M.-C., Buckling of cable-stayed girder bridges, Proc. ASCE, 102-ST9, 1695, 1976.

[15] Leonhardt, F. and Zeller, W., Past, present and future of cable-stayed bridges, in Cable-Stayed Bridges — Recent Developments and their Future, Ito, M. et al., Eds., Elsevier, Amsterdam, 1, 1991.

[16] Ito, M., Supporting devices of long span cable-stayed bridge girder, in Innovative Large Span Structures, Srivastava, N.K. et al., Eds., Canadian Soc. Civil Engineers, Montreal, 2, 255, 1992.

[17] Gimsing, N.J., Cable Supported Bridges — Concept & Design, 2nd ed., Wiley, New York, 1998, chapter 7.

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