Vibrational damper for cables of the Tsurumi Tsubasa Bridge

Journal of Wind Engineering and Industrial Aerodynamics

Volumn 69-71, Issue , 1997, Pages 807-818

  Takano, Haruo ^a   Ogasawara, Masafumi ^a   Ito, Noboru ^a   Shimosato, Tetsuhiro ^a   Takeda, Katsuaki ^b   Murakami, Takuya ^b  

^a Metropolitan Expressway Public Corp   (Japan)

^b NKK   (Japan)

Author keywords

Cable stayed bridge; High damping rubber (HDR); Rain wind induced vibration; Tsurumi Tsubasa Bridge; Vibrational damper

Indexed keywords

BRIDGE CABLES; CABLE STAYED BRIDGES; DAMPING; INSTALLATION; MAINTENANCE; STRUCTURAL DESIGN; VIBRATION CONTROL;

HIGHLY DAMPING RUBBER; TSURUMI TSUBASA BRIDGE; VIBRATIONAL DAMPERS;

WIND STRESS;

BRIDGE; CABLE; WIND;

EID: 0031177970     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-6105(97)00207-9     Document Type: Article

References (5)

1. Y. Mori, T. Ishitobi, M. Nanjo, Field observation of cable vibration of Tenpozan Ohashi Bridge and its countermeasures, in: Proc. 12th Nat. Symp. on Wind Engineering, 1992, pp. 273-278.
2. T.A. Wyatt, Secondary stress in parallel wire suspension cables, Trans. ASCE 128 (1963).
3. Superstructure Design Standard, Honshu-Shikoku Bridge Authority, April 1989.
4. K. Uno, S. Kitagawa et al., A simple method of designing cable vibration dampers of cable-stayed bridges. J. Struct. Eng. 37 A (1991) 789-798.
5. M. Matsumoto, N. Shiraishi, H. Shirato et al., On response characteristics of rain vibration of cables and effect of turbulent and Scruton number, Proc. 11th Nat. Symp. on Wind Engineering, 1990, pp. 269-274.