EFFECTS OF SUPPORT FLEXIBILITY ON MODAL DAMPING OF CABLES

Author:

YAMAGUCHI Hiroki12,FUJINO Yozo13

Affiliation:

1. JSCE

2. Saitama Univ.

3. Univ. of Tokyo

Publisher

Japan Society of Civil Engineers

Reference17 articles.

1. 1) Hikami, Y.: Rain vibration of cables in cable-stayed bridges, J. of Wind Engineering, JSWE, No. 27, pp. 17-28, March 1986 (in Japanese).

2. 2) Hikami, Y. and Shiraishi, N.: Rain-wind induced vibrations of cables in cable stayed bridges, Preprints of 7ICWE in Aachen, Vol. 4, pp. 293-302, July 1987.

3. 3) Nakamura, M. and Chino, S.: Wind tunnel study on cable oscillation in cable-stayed bridges, Proc. of 42nd Annual Conference of JSCE, I-350, pp. 734-735, 1987 (in Japanese).

4. 4) Hara, M. and Ueda, K.: Study on damping of wire ropes, Proc. of 21st Annual Conference of JSCE, I-37, pp. 37-1-2, 1966 (in Japanese).

5. 5) Nishimura, H., Hironaka, K. and Shinke, T.: Experimental study on characteristics of rope oscillation, Proc. of 32nd Annual Conference of JSCE, I-177, pp. 334-335, 1977 (in Japanese).

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