DISCUSSIONS AND CLOSURES
Sep 1, 1993
Closure to “Fatigue Resistance of Large‐Diameter Cable for Cable‐Stayed Bridges” by Koei Takena, Chitoshi Miki, Hirosuke Shimokawa, and Kenji Sakamoto (March, 1992, Vol. 118, No. 3)
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Koei Takena, Chitoshi Miki, Hirosuke Shimokawa, and Kenji SakamotoAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 119, Issue 9
0733-9445(1993)119:9(2809)/asset/e1a15e8c-b109-4320-8d21-2811bb30a7ce/assets/(asce)0733-9445(1993)119:9(2809).fp.png)
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References
1.
Andrä, W., and Saul, R. (1974). “Versuche mit Bündeln aus parallelen Drähten unt Lizen für die Nordbrücke Mannheim‐Ludwigshafen unt das Zeltdach in München.” J. Die Bautechnik, 51(9), 289–298 (in German).
2.
Makino, F., Komatsu, S., Tanaka, Y., and Haraguchi, T. (1986). “The fatigue strength of long and large parallel wire cables.” Proc. of the Japanese Society of Civ. Engr., 10(374/I‐6), 477–486 (in Japanese).
3.
Walther, R., Houriet, B., Insler, W., and Moia, P. (1988). Cable stayed bridges. Thomas Telford, London, England, 81–91.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 119 • Issue 9 • September 1993
Pages: 2809 - 2811
Copyright
Copyright © 1993 American Society of Civil Engineers.
History
Published online: Sep 1, 1993
Published in print: Sep 1993
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Authors
Affiliations
Koei Takena
Chf. Engr., Shin‐Nippon Giken Co., Ltd., Shiba 2‐1‐23, Minato‐ku, Tokyo, Japan, 105
Chitoshi Miki
Prof. of Civ. Engrg., Tokyo Inst. of Tech., Ookayama 2‐12‐1, Meguro‐ku, Tokyo, Japan, 152
Hirosuke Shimokawa
Adviser, Ishikawajima‐Harima Heavy Industries Co., Ltd., Oote‐machi 2‐2‐1, Chiyoda‐ku, Tokyo, Japan, 100
Kenji Sakamoto
Head of Steel Struct. Lab., The Railway Tech. Res. Inst., Hikari‐cho 2‐8‐38, Kokubunji‐city, Tokyo, Japan, 185
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