NONLINEAR-COUPLED FREE OSCILLATION ANALYSIS OF SUSPENSION BRIDGES
Author:
Affiliation:
1. JSCE
2. Foundation Eng., Saitama Univ.
3. Japan Highway Public Corporation
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1986/374/1986_374_215/_pdf
Reference20 articles.
1. 1) Hirai, A: STEEL BRIDGE, Gihou-Dou, 1967 (in Japanese).
2. 2) Yamaguchi, H., Yokoyama, H. and Ito, M.: Dynamic and aerodynamic stability of a suspension bridge deformed by wind force, Proc. JSCE, No. 331, pp. 25-31, March, 1983 (in Japanese).
3. 3) Ito, M. and Yamaguchi, H.: Effects of another wind-induced motions on torsional flutter of a suspension bridge, 12th Congress of IABSE, Final Report, pp. 697-704, 1984.
4. 4) Yamaguchi, H., Ito, M. and Shimokawa, H.: Experimental study on dynamic response of suspension bridges in three dimensions, Annual Report of Eng. Res. Inst., Univ. of Tokyo, Vol. 40, pp. 43-48, 1981 (in Japanese).
5. 5) Hayashi, Y. and Murata, M.: Torsional oscillation analysis of suspension bridges by a displacement method, Proc. JSCE, No. 258, pp. 133-144, Feb., 1977.
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1. GRAVITATIONAL STIFFNESS IN TORSIONAL OSCILLATION OF SUSPENSION BRIDGES AND IT'S EFFECT ON NATURAL FREQUENCY;Doboku Gakkai Ronbunshu;1989-10-20
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