Effect of Cable Stiffness on Cable‐Stayed Bridges
Publication: Journal of Structural Engineering
Volume 111, Issue 9
Abstract
The effect of cable stiffness on the behavior of cable‐stayed bridges is presented. Bridges of radiating arrangement with 12, 20, 28, and 36 cables per plane were investigated. Three cases of side to main span ratios, 0.35, 0.40. and 0.45, were considered for which cable tensions, girder deflections and tower and girder moments were computed. The computational work was done on IBM 360. The stiffness matrix method, treating the bridge as a two‐dimensional structure, was used.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Agrawal, T. P., “Analysis of Cable‐Stayed Bridges,” thesis presented to the University of Roorkee, at Roorkee, India, in 1979, in partial fulfillment of the requirements for the Degree of Doctor of Philosophy, pp. 71–86.
2.
Dischinger, F., “Hangebrucken fur Schwerte Verkehrslastew,” Der Bauingenieur, Mar., 1949, pp. 65, 107.
3.
Dubrova, E., “On Economic Effectiveness of Application of Precast Reinforced Concrete and Steel for Large Bridges (USSR),” IABSE Bulletin, 28, 1972.
4.
Feige, A., “Steel Motorway Bridge Construction in Germany,” Acier‐Stahl‐Steel, (English version), No. 3, Mar., 1964, pp. 113.126.
5.
Feige, A., “The Evolution of German Cable‐Stayed Bridges—An Overall Survey,” Acier‐Stahl‐Steel (English version), No. 12, Dec., 1966 (reprinted, AISC Engineering Journal, July, 1967), pp. 113.122.
6.
Kajita, T., and Cheung, Y. K., “Finite Element Analysis of Cable‐Stayed Bridges,” Journal of the International Association for Bridges and Structural Engineering, Vol. 33, 1973, pp. 101–112.
7.
Leonhardt, F., and Zellner, W., “Cable‐Stayed Bridges: Report on Latest Developments,” Canadian Structural Engineering Conference—1970, Canadian Steel Industries Construction Council, Toronto, Ontario, Canada.
8.
Podolny, W., Jr., and Fleming, J. F., “Historical Development of Cable‐Stayed Bridges,” Journal of the Structural Division, ASCE, Vol. 98, No. ST9, Sept., 1972, pp. 2097–2095.
9.
Simpson, C. V. J., “Modern Long Span Steel Bridge Construction in Western Europe,” Proceedings of the Institution of Civil Engineers, Supplement (ii), 1970.
10.
Thul, H., “Cable‐Stayed Bridges in Germany,” Proceedings of the Conference on Structural Steel Work, Institution of Civil Engineers, The British Constructional Steel Work Association Ltd., London, England, 1966, pp. 69–81.
Information & Authors
Information
Published In
Copyright
Copyright © 1985 ASCE.
History
Published online: Sep 1, 1985
Published in print: Sep 1985
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.