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author:

Lin, Y. (Lin, Y..) [1] (Scholars:林友勤)

Indexed by:

Scopus PKU CSCD

Abstract:

In order to use the vibration method to measure the cable tension of the external prestressed cable of Hongtan Bridge on 316 national road, according to the simple taut string theory and the transverse vibration theory of beam, this paper establishes the calculation model of cable tension of the grouting external prestressed cable. This calculation model has two indeterminate coefficients λ1, and λ2. Using the model testing data of Hongtan Bridge external prestressed cable, by the least square technique, the coefficientλ2 andλ2 are found out. Error analysis indicates that the error of the formula to estimate cable tension of the grouting external prestressed is small. And this formula can be used to calculate the cable tension of Hongtan Bridge and its long - term health monitoring.

Keyword:

Cable tension; External prestressed cable; Hongtan Bridge

Community:

  • [ 1 ] [Lin, Y.]College of Civil Engineer, Fuzhou University, Fuzhou 350002, China

Reprint 's Address:

  • 林友勤

    [Lin, Y.]College of Civil Engineer, Fuzhou University, Fuzhou 350002, China

Email:

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Source :

Journal of Earthquake Engineering and Engineering Vibration

ISSN: 1000-1301

CN: 23-1157/P

Year: 2007

Issue: 3

Volume: 27

Page: 64-69

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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