TECHNICAL PAPERS
Aug 1, 1999

Self-Anchored Suspension Bridges

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Publication: Journal of Bridge Engineering
Volume 4, Issue 3

Abstract

This paper, summarizing the beginnings, analysis, and future of self-anchored suspension bridges, examines the development of this unique bridge form, its uses over the past century, and its advantages and disadvantages. The Konohana Bridge in Osaka, Japan, illustrates this type and provides a case study to compare conventional suspension bridge theory with the results of a finite-element model. The final portion of the paper evaluates the potential for self-anchored suspension bridge design, and provides recommendations for design engineers. The goal here is to describe the structural behavior of self-anchored bridges in general, and of the Konohana Bridge in particular.

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References

1.
Baticle, E. (1943). “Les ponts suspendus à auto-encrage (self-anchored suspension bridges).” Le Génie Civil, 120(22), 256–258 (in French).
2.
Bounopane, S., and Billington, D. (1993). “Theory and history of suspension bridge design from 1823 to 1940.”J. Struct. Engrg., ASCE, 119(3), 954–977.
3.
Covell, V. R. (1926). “Erecting a self-anchored suspension bridge—Seventh Street Bridge at Pittsburgh.” Engrg. News Rec., 97(13), 502–505.
4.
Gil, H., and Cho, C. (1998). “Yong Jong Grand Suspension Bridge, Korea.” Struct. Engrg. Int., 8(2), 97–98.
5.
Gronquist, C. (1941). “Simplified theory of the self-anchored suspension bridge.” Trans., ASCE, 107, 955–992.
6.
Holgate, A. ( 1997). “Pedestrian bridges.” The art of structural engineering: The work of Jörg Schlaich and his team, Edition Axel Menges, Stuttgart, Germany, 198–243.
7.
Kamei, M. et al. (1992). “Konohana Bridge, Japan.” Struct. Engrg. Int., 2(1), 3–5.
8.
Kwon, Y. et al. (1995). “Aerodynamic stability of a self-anchored double deck suspension bridge.” J. Wind Engrg. and Industrial Aerodyn., 54 and 55, 25–34.
9.
“Le nouveau pont-route suspendu sur le Rhin à Cologne (The new suspended road bridge over the Rhine at Cologne).” (1920). Le Génie Civil, 77(23), 460–462 (in French).
10.
Leonhardt, F. (1984a). . Baumeister in einer umwälzenden Zeit (Master builder in an age of many changes). Deutsche Verlagsanstalt, Stuttgart, Germany (in German).
11.
Leonhardt, F. (1984b). . Bridges—aesthetics and design. MIT Press, Cambridge, Mass.
12.
Melan, J. (1913). Theory of arches and suspension bridges. D. B. Steinman, translator, Myron C. Clark, Chicago.
13.
Mullins, H. ( 1936a). “Self-anchored suspension bridges.” Letter to the Editor, Engrg. News Rec., May 14, 711 (in response to a letter to the editor by A. A. Jakkula, which was published in ENR March 26, 1936, 464.)
14.
Mullins, H. (1936b). “The self-anchored suspension bridge.” Engrg. News Rec., 116(2), 45–49.
15.
“Patent Office Report.” (1867). Patent No. 71,955, Charles Bender of New York, N.Y., Suspension Bridge, v. 2, 1433.
16.
Plowden, D. (1984). Bridges: The spans of North America. Viking Press, New York.
17.
Prade, M. (1990). Ponts et viaducs remarquables d'Europe (Remarkable bridges and viaducts of Europe). Brissaud, Poitiers, Paris (in French).
18.
Rein, W. (1927). “Engerer Wettbewerb um Entwürfe für eine feste Strassenbrücke über den Rhein in Köln-Mülheim (Close competition for designs for permanent road bridge over the Rhine at Cologne Mülheim).” Der Bauingenieur, 8(14), 241–250 (in German).
19.
Rosenbaum, D. (1997). “Bay Area rushes to judgment.” Engrg. News Rec., May 19, 10–11.
20.
SAP2000 reference manual, version 6.0. (1996). Computers and Structures, Inc. (CSI), Berkeley, Calif.
21.
Schleicher, F. (1929). “Die Strassenbrücke über den Rhein bei Köln-Mülheim (Road bridge over the Rhine at Cologne-Mülheim).” Der Bauingenieur, 10(47), 825–850 (in German).
22.
Steinman, D. (1929). A practical treatise on suspension bridges, Second Edition. Wiley, New York.
23.
Stickel, G. (1996). “Rehabilitation of three self-anchored suspension bridges: The 6th Street, 7th Street, and 9th Street bridges.” Proc., 13th Annu. Int. Bridge Conf., Engineers' Society of Western Pennsylvania, Pittsburgh, Pa., 335–342.
24.
“Strassenbrücke Köln-Mülheim (Road bridge at Cologne Mülheim).” (1929). Verlag von Wilhelm Ernst & Sohn, Berlin (in German).
25.
Tajima, J., and Sugiyama, K. ( 1991). “Historical transition of suspension bridge tower forms in Japan.” Bridge aesthetics around the world, Transportation Research Board, National Research Council, Washington, D.C., 122–132.
26.
“Three new Allegheny River Bridges to be of unusual type.” (1924). Engrg. News Rec., 93(25), 995–997.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 4Issue 3August 1999
Pages: 151 - 156

History

Received: Mar 23, 1998
Published online: Aug 1, 1999
Published in print: Aug 1999

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Authors

Affiliations

Student Member, ASCE,
Fellow, ASCE
Grad. Student, Dept. of Civ. Engrg. and Operations Res., Princeton Univ., Princeton, NJ 08544.
Gordon Y. S. Wu Professor, Dept. of Civ. Engrg. and Operations Res., Princeton Univ., Princeton, NJ.

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