Practical formulas for estimation of cable tension by vibration method

Journal of Structural Engineering

Volumn 122, Issue 6, 1996, Pages 651-656

  Zui, Hiroshi ^a   Shinke, Tohru ^b   Namita, Yoshio ^a  

^a SETSUNAN UNIVERSITY   (Japan)

^b KOBE CITY COLLEGE OF TECHNOLOGY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

ARCH BRIDGES; CABLE STAYED BRIDGES; FINITE ELEMENT METHOD; TENSILE STRENGTH; TENSILE TESTING; VIBRATION MEASUREMENT;

CABLE TENSION; FLEXURAL RIGIDITY;

CABLES;

EID: 0030165795     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:6(651)     Document Type: Article

References (4)

1. Humar, J. L. (1990). Dynamics of structures. Prentice-Hall, Inc., Englewood Cliffs, N.J.
2. Irvine, H. M., and Caughey, T. K. (1974). "The linear theory of free vibration of a suspended cable." Proc., Royal Soc., London, England, Series A, Vol. 341.
3. Shimada, T. (1994). "Estimating method of cable tension from natural frequency of high mode." Proc., JSCE, 501/1-29, 163-171 (in Japanese).
4. Shinke, T., Hironaka, K., Zui, H., and Nishimura, H. (1980). "Practical formulas for estimation of cable tension by vibration method." Proc., JSCE, 294, 25-34 (in Japanese).