MINIMUM CROSS-SECTIONAL SHAPE OF GIRDER FOR LONG-SPAN CABLE-STAYED BRIDGES BASED ON STATIC AND DYNAMIC INSTABILITY ANALYSES

Author:

NAGAI Masatsugu1,XIE Xu1,YAMAGUCHI Hiroki1,FUJINO Yozo1

Affiliation:

1. JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Reference30 articles.

1. 1) Virlogeux, M., Bui, V., Abel-Michel, H., Foucriat, J. C., Maury, Y., Lawnicki, J., Paulik, L. and Chauvin, A.: Design of the Normandie bridge, Proc. of Int. Conf. on Cable-Stayed and Suspension Bridges, IABSE & FIP, Deaville, France, pp. 605-630, 1994.

2. 2) Endo, T., Iijima, T., Okukawa, A. and Ito, M.: The techincal challenge of a long cable-stayed bridge-Tatara Bridge, CABLE-STAYED BRIDGES (ed. by M. Ito et al.), pp. 417-436, Elsevier, 1991.

3. 3) Leonhardt, F. and Zellner, W.: Past, present and future of cable-stayed bridges, CABLE-STAYED BRIDGES(ed. by M. Ito et al.), pp. 1-33, Elsevier, 1991.

4. 4) Gimsing, N. J. (大塚久哲訳): 超長大支間の斜張橋, 橋梁と基礎, Vol. 23, No. 6, pp. 34-40, 1989.

5. 5) Petersen, A. Larsen, A. and Eilzner, W.: Outline design and special studies for a 1200m cable-stayed bridges, Proc. of Innovation in Cable-Stayed Bridges, Fukuoka, Japan, pp. 367-377, 1991.

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