Efficient Supervised Machine Learning Techniques for Structural Health Monitoring

This thesis presents supervised machine learning techniques using acceleration responses recorded from a small number of sensors. Ensemble-based traditional machine learning models are developed as a multi output regression model for the damage identification of the civil engineering structures usin...

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Bibliographic Details
Main Author: Chencho
Format: Thesis
Published: Curtin University 2022
Online Access:http://hdl.handle.net/20.500.11937/89294
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author Chencho
author_facet Chencho
author_sort Chencho
building Curtin Institutional Repository
collection Online Access
description This thesis presents supervised machine learning techniques using acceleration responses recorded from a small number of sensors. Ensemble-based traditional machine learning models are developed as a multi output regression model for the damage identification of the civil engineering structures using acceleration responses and impulse response functions extracted from it. Further, to improve the damage identification performance, a LSTM auto-encoder based multi output regression model is proposed. Finally, for a large-scale bridge, a 1D-CNN based damage classifier is developed using less number of sensors than the existing study.
first_indexed 2025-11-14T11:31:26Z
format Thesis
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T11:31:26Z
publishDate 2022
publisher Curtin University
recordtype eprints
repository_type Digital Repository
spelling curtin-20.500.11937-892942024-11-12T02:05:57Z Efficient Supervised Machine Learning Techniques for Structural Health Monitoring Chencho This thesis presents supervised machine learning techniques using acceleration responses recorded from a small number of sensors. Ensemble-based traditional machine learning models are developed as a multi output regression model for the damage identification of the civil engineering structures using acceleration responses and impulse response functions extracted from it. Further, to improve the damage identification performance, a LSTM auto-encoder based multi output regression model is proposed. Finally, for a large-scale bridge, a 1D-CNN based damage classifier is developed using less number of sensors than the existing study. 2022 Thesis http://hdl.handle.net/20.500.11937/89294 Curtin University fulltext
spellingShingle Chencho
Efficient Supervised Machine Learning Techniques for Structural Health Monitoring
title Efficient Supervised Machine Learning Techniques for Structural Health Monitoring
title_full Efficient Supervised Machine Learning Techniques for Structural Health Monitoring
title_fullStr Efficient Supervised Machine Learning Techniques for Structural Health Monitoring
title_full_unstemmed Efficient Supervised Machine Learning Techniques for Structural Health Monitoring
title_short Efficient Supervised Machine Learning Techniques for Structural Health Monitoring
title_sort efficient supervised machine learning techniques for structural health monitoring
url http://hdl.handle.net/20.500.11937/89294