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author:

Yu, J. (Yu, J..) [1] | Meng, X. (Meng, X..) [2] | Yan, B. (Yan, B..) [3] | Xu, B. (Xu, B..) [4] | Fan, Q. (Fan, Q..) [5] | Xie, Y. (Xie, Y..) [6]

Indexed by:

Scopus

Abstract:

Global Navigation Satellite System (GNSS) positioning technology has had widespread applications in the structural health monitoring as its overall performance has improved significantly in the last two decades. It is capable of providing timely and accurate structural vibration information such as dynamic displacements and modal frequencies at higher performance than traditional accelerometers. The studies summarized in this paper focus on the improvement of the multi-sensors and multi-constellation data acquisition techniques, the improvement of multiple approaches for erroneous noise mitigation, and innovative modal parameter identification methods. We also detailed the applications of GNSS on the deformation monitoring for towers, chimneys, tall buildings, and bridges. With continuous enhancements in the algorithm and hardware of GNSS, it is expected that the application of GNSS technology can be expanded to other fields such as bridge cable-force measurements and bridge weight-in-motion as well as structural deformation monitoring. © 2019 The Authors. Structural Control and Health Monitoring published by John Wiley & Sons Ltd

Keyword:

bridge; building; dynamic deformation; Global Navigation Satellite System; structural health monitoring; vibration frequency

Community:

  • [ 1 ] [Yu, J.]Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan University, Changsha, China
  • [ 2 ] [Yu, J.]Nottingham Geospatial Institute/Sino-UK Geospatial Engineering Centre, The University of Nottingham, Nottingham, United Kingdom
  • [ 3 ] [Meng, X.]Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan University, Changsha, China
  • [ 4 ] [Meng, X.]Nottingham Geospatial Institute/Sino-UK Geospatial Engineering Centre, The University of Nottingham, Nottingham, United Kingdom
  • [ 5 ] [Yan, B.]Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan University, Changsha, China
  • [ 6 ] [Xu, B.]College of Civil Engineering, Huaqiao University, Xiamen, China
  • [ 7 ] [Fan, Q.]College of Civil Engineering, Fuzhou University, Fuzhou, China
  • [ 8 ] [Xie, Y.]Nottingham Geospatial Institute/Sino-UK Geospatial Engineering Centre, The University of Nottingham, Nottingham, United Kingdom

Reprint 's Address:

  • [Meng, X.]Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan UniversityChina

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Source :

Structural Control and Health Monitoring

ISSN: 1545-2255

Year: 2020

Issue: 1

Volume: 27

4 . 8 1 9

JCR@2020

4 . 6 0 0

JCR@2023

ESI HC Threshold:132

JCR Journal Grade:1

CAS Journal Grade:2

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: 1

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