Automated Modal Analysis for Tracking Structural Change during Construction and Operation Phases

The automated modal analysis (AMA) technique has attracted significant interest over the last few years, because it can track variations in modal parameters and has the potential to detect structural changes. In this paper, an improved density-based spatial clustering of applications with noise (DBS...

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Main Authors: Jun Teng, De-Hui Tang, Xiao Zhang, Wei-Hua Hu, Samir Said, Rolf. G. Rohrmann
Format: Article
Language:English
Published: MDPI AG 2019-02-01
Series:Sensors
Subjects:
Online Access:https://www.mdpi.com/1424-8220/19/4/927
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spelling doaj-6386230384aa4c0d9d52a1a54bf48fd32020-11-24T21:16:00ZengMDPI AGSensors1424-82202019-02-0119492710.3390/s19040927s19040927Automated Modal Analysis for Tracking Structural Change during Construction and Operation PhasesJun Teng0De-Hui Tang1Xiao Zhang2Wei-Hua Hu3Samir Said4Rolf. G. Rohrmann5School of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, ChinaSchool of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, ChinaSchool of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, ChinaSchool of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, ChinaFederal Institute for Materials Research and Testing (BAM), 12205 Berlin, GermanyStruktur Analyse & Bauwerks Monitoring (SABM) GbR, 10965 Berlin, GermanyThe automated modal analysis (AMA) technique has attracted significant interest over the last few years, because it can track variations in modal parameters and has the potential to detect structural changes. In this paper, an improved density-based spatial clustering of applications with noise (DBSCAN) is introduced to clean the abnormal poles in a stabilization diagram. Moreover, the optimal system model order is also discussed to obtain more stable poles. A numerical simulation and a full-scale experiment of an arch bridge are carried out to validate the effectiveness of the proposed algorithm. Subsequently, the continuous dynamic monitoring system of the bridge and the proposed algorithm are implemented to track the structural changes during the construction phase. Finally, the artificial neural network (ANN) is used to remove the temperature effect on modal frequencies so that a health index can be constructed under operational conditions.https://www.mdpi.com/1424-8220/19/4/927automated modal analysis (AMA)system model orderdensity-based spatial clustering of applications with noise (DBSCAN)continuous dynamic monitoringtemperature effect
collection DOAJ
language English
format Article
sources DOAJ
author Jun Teng
De-Hui Tang
Xiao Zhang
Wei-Hua Hu
Samir Said
Rolf. G. Rohrmann
spellingShingle Jun Teng
De-Hui Tang
Xiao Zhang
Wei-Hua Hu
Samir Said
Rolf. G. Rohrmann
Automated Modal Analysis for Tracking Structural Change during Construction and Operation Phases
Sensors
automated modal analysis (AMA)
system model order
density-based spatial clustering of applications with noise (DBSCAN)
continuous dynamic monitoring
temperature effect
author_facet Jun Teng
De-Hui Tang
Xiao Zhang
Wei-Hua Hu
Samir Said
Rolf. G. Rohrmann
author_sort Jun Teng
title Automated Modal Analysis for Tracking Structural Change during Construction and Operation Phases
title_short Automated Modal Analysis for Tracking Structural Change during Construction and Operation Phases
title_full Automated Modal Analysis for Tracking Structural Change during Construction and Operation Phases
title_fullStr Automated Modal Analysis for Tracking Structural Change during Construction and Operation Phases
title_full_unstemmed Automated Modal Analysis for Tracking Structural Change during Construction and Operation Phases
title_sort automated modal analysis for tracking structural change during construction and operation phases
publisher MDPI AG
series Sensors
issn 1424-8220
publishDate 2019-02-01
description The automated modal analysis (AMA) technique has attracted significant interest over the last few years, because it can track variations in modal parameters and has the potential to detect structural changes. In this paper, an improved density-based spatial clustering of applications with noise (DBSCAN) is introduced to clean the abnormal poles in a stabilization diagram. Moreover, the optimal system model order is also discussed to obtain more stable poles. A numerical simulation and a full-scale experiment of an arch bridge are carried out to validate the effectiveness of the proposed algorithm. Subsequently, the continuous dynamic monitoring system of the bridge and the proposed algorithm are implemented to track the structural changes during the construction phase. Finally, the artificial neural network (ANN) is used to remove the temperature effect on modal frequencies so that a health index can be constructed under operational conditions.
topic automated modal analysis (AMA)
system model order
density-based spatial clustering of applications with noise (DBSCAN)
continuous dynamic monitoring
temperature effect
url https://www.mdpi.com/1424-8220/19/4/927
work_keys_str_mv AT junteng automatedmodalanalysisfortrackingstructuralchangeduringconstructionandoperationphases
AT dehuitang automatedmodalanalysisfortrackingstructuralchangeduringconstructionandoperationphases
AT xiaozhang automatedmodalanalysisfortrackingstructuralchangeduringconstructionandoperationphases
AT weihuahu automatedmodalanalysisfortrackingstructuralchangeduringconstructionandoperationphases
AT samirsaid automatedmodalanalysisfortrackingstructuralchangeduringconstructionandoperationphases
AT rolfgrohrmann automatedmodalanalysisfortrackingstructuralchangeduringconstructionandoperationphases
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