New Chicago‐Type Bascule Bridge
Publication: Journal of Structural Engineering
Volume 109, Issue 10
Abstract
Low‐level drawbridges continue to be vital to Chicago's welfare. A further evolution and improvement of the Chicago Type bascule drawbridge is outlined. The new design incorporates recent improvements in design, construction, and materials technology, including orthotropic design, segmental construction, and hydraulic operation, resulting in a bridge of reduced weight and cost. A brief review of the salient features of the design is included.
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References
1.
Becker, D. N., “Development of the Chicago Type Bascule Bridge,” Transactions, ASCE, Vol. 109, 1944, pp. 995–1025.
2.
Chang, J. C. L., “Orthotropic—Plate Construction for Short Span Bridges,” Civil Engineering, ASCE, Dec., 1961, pp. 53–56.
3.
“Design Manual for Orthotropic Steel Plate Deck Bridges,” American Institute of Steel Construction, New York, N.Y., 1963.
4.
Heins, C. P., Bending and Torsional Design in Structural Members, D. C. Heath and Company, Lexington, Mass., 1975.
5.
Hool, G. A., and Kinne, W. S., Movable and Long Span Steel Bridges, McGraw‐Hill Book Co., Inc., New York, N.Y., 1943.
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“Prize Bridges/1978,” American Institute of Steel Construction, N.Y., 1978.
7.
“Standard Specifications for Highway Bridges,” American Association of State Highways and Transportation Officials, 1977.
8.
Troitsky, M. S., Orthotropic Bridges Theory and Design, The James F. Lincoln Arc Welding Foundation, Ohio, 1967.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 109 • Issue 10 • October 1983
Pages: 2340 - 2354
Copyright
Copyright © 1983 ASCE.
History
Published online: Oct 1, 1983
Published in print: Oct 1983
Authors
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