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author:

Xia, Z. (Xia, Z..) [1] | Lin, Y. (Lin, Y..) [2] | Zhang, J. (Zhang, J..) [3] | Zong, Z. (Zong, Z..) [4]

Indexed by:

Scopus PKU CSCD

Abstract:

In order to obtain influence laws of environmental temperature on the relative wavelet entropy index SWT, the related study based on health monitoring system of a prestressed concrete continuous rigid-frame bridge with box sections was conducted. Firstly, the calculation method of the relative wavelet entropy index for bridge structures under environment excitation was introduced. Secondly, the daily and annual varying rules of the relative wavelet entropy index of each box section of the bridge were analyzed and obtained based on the real-time monitoring data. Finally, by using the gradually optimal linear regression analysis method, the multivariate linear regression model for the relative wavelet entropy index considering time and spatial distribution of temperature was developed, and the temperature correctional model for the relative wavelet entropy index was proposed. Results showed that the multivariate linear regression model has a better fitting accuracy and a relatively high prediction precision; the effects of environmental temperature on the relative wavelet entropy index can be eliminated effectively with the temperature correctional model to make the relative wavelet entripy index be used in bridges' damage identification effectively. © 2017, Editorial Office of Journal of Vibration and Shock. All right reserved.

Keyword:

Environmental temperature; Multivariate linear regression model; Prestressed concrete continuous rigid-frame bridges with box sections; Relative wavelet entropy index; Temperature correctional model

Community:

  • [ 1 ] [Xia, Z.]College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 2 ] [Lin, Y.]College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 3 ] [Zhang, J.]Zhicheng College, Fuzhou University, Fuzhou, 350002, China
  • [ 4 ] [Zong, Z.]College of Civil Engineering, Southeast University, Nanjing, 210096, China

Reprint 's Address:

  • [Lin, Y.]College of Civil Engineering, Fuzhou UniversityChina

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Source :

Journal of Vibration and Shock

ISSN: 1000-3835

Year: 2017

Issue: 1

Volume: 36

Page: 207-214

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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