TECHNICAL PAPERS
Jan 1, 1995
Frictional Resistance between Cable and Saddle Equipped with Friction Plate
Authors: Kazuo Hasegawa, Hiroshi Kojima, Michio Sasaki, and Koei TakenaAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 121, Issue 1
Abstract
To increase the frictional resistance between a cable and saddle, a method using a horizontal friction plate is efficient. However, there is no precedent for its use on long suspension bridges. An experimental investigation is conducted using a test cable and saddle with a friction plate. The frictional behaviors under normal and seismic loads are considered. Even under such a violent variation of load resulting from an earthquake, the cable is no more liable to slip than under a normal load. Based on the experimental findings, an analytical model of the frictional mechanism is developed, and as an example, the model is used to analyze a suspension bridge. As a result, the mechanism is made clear, and a formula for the design overall frictional coefficient of the saddle with a friction plate and a seismic safety factor are proposed. They are adopted for the design of the Rainbow Bridge in Tokyo.
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References
1.
Takena, K., Sasaki, M., Hata, K., and Hasegawa, K.(1992). “Slip behavior of cable against saddle in suspension bridges.”J. Struct. Engrg., ASCE, 118(2), 377–391.
2.
Schöttgen, J., and Wintergerst. L. (1968). “Die strassenbrüke über den Rhein bei Maxau.”J. Der Stahlbau, 37(2), 50–57 (in German).
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Copyright © 1995 American Society of Civil Engineers.
History
Published online: Jan 1, 1995
Published in print: Jan 1995
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Authors
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Kazuo Hasegawa
Asst. Head of Constr. Mgmt. Div., Metropolitan Expressway Public Corp., Kasumigaseki, Chiyoda-ku, Tokyo, Japan, 100.
Hiroshi Kojima
Group Head of Des. Div., Metropolitan Expressway Public Corp., Iwamoto-cho 3-2-4, Chiyoda-ku, Tokyo, Japan, 100.
Michio Sasaki
Representative Dir., Shin-Nippon Giken Co., Ltd., Shiba 2-1-23, Minato-ku, Tokyo, Japan, 105.
Koei Takena
Head of Des. Dep., Shin-Nippon Giken Co., Ltd., Shiba 2-1-23, Minato-ku, Tokyo, Japan, 105.
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