Non-Linear Profile Monitoring Using Artificial Neural Network Fault Detection

A Master of Science thesis in Engineering Systems Management by Ahmed Fares Mohamed entitled, “Non-Linear Profile Monitoring Using Artificial Neural Network Fault Detection”, submitted in April 2018. Thesis advisor is Dr. Mahmoud Ismail Awad and thesis co-advisor is Dr. Mohammad AlHamaydeh. Soft and...

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Main Author: Mohamed, Ahmed Fares (author)
Format: doctoralThesis
Published: 2018
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Online Access:http://hdl.handle.net/11073/9314
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author Mohamed, Ahmed Fares
author_facet Mohamed, Ahmed Fares
author_role author
dc.contributor.none.fl_str_mv Awad, Mahmoud Ismail
AlHamaydeh, Mohammad
dc.creator.none.fl_str_mv Mohamed, Ahmed Fares
dc.date.none.fl_str_mv 2018-05-13T06:32:18Z
2018-05-13T06:32:18Z
2018-04
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv 35.232-2018.04
http://hdl.handle.net/11073/9314
dc.language.none.fl_str_mv en_US
dc.subject.none.fl_str_mv Profile monitoring
multivariate statistical process control
fault detection
Artificial Neural Network
structural damage
Quality control
Process control
Statistical methods
Neural networks (Computer science)
Earthquake engineering
dc.title.none.fl_str_mv Non-Linear Profile Monitoring Using Artificial Neural Network Fault Detection
dc.type.none.fl_str_mv info:eu-repo/semantics/publishedVersion
info:eu-repo/semantics/doctoralThesis
description A Master of Science thesis in Engineering Systems Management by Ahmed Fares Mohamed entitled, “Non-Linear Profile Monitoring Using Artificial Neural Network Fault Detection”, submitted in April 2018. Thesis advisor is Dr. Mahmoud Ismail Awad and thesis co-advisor is Dr. Mohammad AlHamaydeh. Soft and hard copy available.
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network_acronym_str aus
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oai_identifier_str oai:repository.aus.edu:11073/9314
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spelling Non-Linear Profile Monitoring Using Artificial Neural Network Fault DetectionMohamed, Ahmed FaresProfile monitoringmultivariate statistical process controlfault detectionArtificial Neural Networkstructural damageQuality controlProcess controlStatistical methodsNeural networks (Computer science)Earthquake engineeringA Master of Science thesis in Engineering Systems Management by Ahmed Fares Mohamed entitled, “Non-Linear Profile Monitoring Using Artificial Neural Network Fault Detection”, submitted in April 2018. Thesis advisor is Dr. Mahmoud Ismail Awad and thesis co-advisor is Dr. Mohammad AlHamaydeh. Soft and hard copy available.In today’s world, the development of technology and industrial systems is becoming much more complex with the ever-demanding need for higher quality. Anomaly detection is the characterization of a normal behavior of a system or process and the identification of any deviation from such normal behavior. Anomaly detection of critical systems provides an important financial and client competitive advantage since it gives decision-makers lead-time and flexibility to manage the health of the system. Structural systems are critical systems that require continuous monitoring of damage accumulation caused by vibrations and other loads that may cause failures of severe consequences. The current research presents a data-driven methodology for the anomaly detection of structural systems using Multivariate Statistical Process Control (MVSPC). In MVSPC, the quality of a system is assumed to be characterized by explanatory variables where one of these variables can be adequately explained as a function of one or more of the other variables, also referred to as a profile or signature. The proposed method is based on modeling the system outputs (displacements or accelerations) as a function of the input (Ground Shaking) using Artificial Neural Networks (ANN). The Hotelling (T squared) technique is then used to identify any shifts in the ANN weights from the healthy state. The results are tested and validated using simulation data that mimic an actual structural system experiencing ground-shaking. The coefficient of determination R2 values exceed 92% that indicating a good fit of the models. In addition, the results indicate a positive false rate range between 0-19% depending on the complication of the system. Overall, the ANN method was able to detect out-of-control Average Run Length (ARL) shifts much faster than the other methods. The methodology presented in this research is scalable and can be applied to a wide range of systems instead of regular inspection checks in order to anticipate and avoid failures. A successful profile monitoring of structural systems will increase safety and reduce cost.College of EngineeringDepartment of Industrial EngineeringMaster of Science in Engineering Systems Management (MSESM)Awad, Mahmoud IsmailAlHamaydeh, Mohammad2018-05-13T06:32:18Z2018-05-13T06:32:18Z2018-04info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesisapplication/pdf35.232-2018.04http://hdl.handle.net/11073/9314en_USoai:repository.aus.edu:11073/93142025-06-26T12:25:33Z
spellingShingle Non-Linear Profile Monitoring Using Artificial Neural Network Fault Detection
Mohamed, Ahmed Fares
Profile monitoring
multivariate statistical process control
fault detection
Artificial Neural Network
structural damage
Quality control
Process control
Statistical methods
Neural networks (Computer science)
Earthquake engineering
status_str publishedVersion
title Non-Linear Profile Monitoring Using Artificial Neural Network Fault Detection
title_full Non-Linear Profile Monitoring Using Artificial Neural Network Fault Detection
title_fullStr Non-Linear Profile Monitoring Using Artificial Neural Network Fault Detection
title_full_unstemmed Non-Linear Profile Monitoring Using Artificial Neural Network Fault Detection
title_short Non-Linear Profile Monitoring Using Artificial Neural Network Fault Detection
title_sort Non-Linear Profile Monitoring Using Artificial Neural Network Fault Detection
topic Profile monitoring
multivariate statistical process control
fault detection
Artificial Neural Network
structural damage
Quality control
Process control
Statistical methods
Neural networks (Computer science)
Earthquake engineering
url http://hdl.handle.net/11073/9314