Critical Threshold Value for Monitoring & Management of Cable Tension Force in Cable-Stayed Bridge

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Periodical:

Key Engineering Materials (Volumes 270-273)

Edited by:

Seung-Seok Lee, Dong-Jin Yoon, Joon-Hyun Lee and Sekyung Lee

Pages:

1977-1982

DOI:

10.4028/www.scientific.net/KEM.270-273.1977

Citation:

H. N. Cho et al., "Critical Threshold Value for Monitoring & Management of Cable Tension Force in Cable-Stayed Bridge ", Key Engineering Materials, Vols. 270-273, pp. 1977-1982, 2004

Online since:

August 2004

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$38.00

[1] J. R. Casas, A combined method for measuring Cable Forces: The cable-stayed Alamillo Bridge, Spain, Structural Engineering International (IABSE) (1994), pp.235-240.

DOI: 10.2749/101686694780601700

[2] H. Zui, T. Shinke, and Y. Namita, Practical Formulas for Estimation of Cable Tension by Vibration Method, ASCE Journal of Structural Engineering, 122(6) (1997), pp.651-656.

DOI: 10.1061/(asce)0733-9445(1996)122:6(651)

[3] J.C. Russel and T.J. Lardner, Experimental Determination of Frequencies and Tension for Elastic Cables, ASCE Journal of Engineering Mechanics, 124(10) (1997), pp.1067-1072.

[4] A.H. Ang and W.H. Tang, Probability concepts in engineering planning and design Volume I, (1975), pp.277-280.

[5] Office of Construction and Facilities Management, Seoul Metropolitan Government , The final report on the measurement data analysis from the Olympic Grand Bridge (2002), p.21.

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