Cable Tension Measurement of Cable Stayed Bridge Based on Frequency Method

Zhi Hua Sun; Ping Yang

doi:10.4028/www.scientific.net/AMM.405-408.1587

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Cable Tension Measurement of Cable Stayed Bridge...

Cable Tension Measurement of Cable Stayed Bridge Based on Frequency Method

Abstract:

The frequency method is an indirect method of measuring cable tension, in which using the relation between vibration frequency and cable tension, and measured frequency. It has been found wide use because of its simplicity, practicable use, higher accuracy and the instrument is easy to carry. The principle of the frequency method is based on the vibration theory of string or beam. The flexural rigidity of cable is ignored in string vibration theory, but included in beam vibration theory; therefore the latter is more approaching the engineering practice.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

1587-1592

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.1587

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Online since:

September 2013

Authors:

Zhi Hua Sun*, Ping Yang

Keywords:

Frequency Method, Measurement, Taut Cable Tension

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References

[1] Zui H, Shinke T, Namita Y. Practical formulas for estimation of cable tension by vibration method [J]. Journal of structural Engineering, ASCE, 1996(6): 651-656.

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

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[2] Ren Weixin, ChenGang. Practical formulas to determine cable tension by using cable fundamental frequency. [J] China civil engineering journal vol. 38 No. 11, Nov. 2005 (in chinese).

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