Optimal Sensor Placement for the Structure Health Monitoring of Bridge Structures Using Genetic Algorithm
One of the challenges in the health monitoring of bridge structures is the "data" extraction from the structure. This is done by sensors in the structure. The layout and use of the fewest possible number of sensors, so as to provide the most needed data on structural status, has always bee...
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Iranian Society of Structrual Engineering (ISSE)
2021
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oai:doaj.org-article:185af42ba0f241d1a10439e232a757152021-11-08T15:55:01ZOptimal Sensor Placement for the Structure Health Monitoring of Bridge Structures Using Genetic Algorithm2476-39772538-261610.22065/jsce.2020.201830.1948https://doaj.org/article/185af42ba0f241d1a10439e232a757152021-08-01T00:00:00Zhttps://www.jsce.ir/article_106971_9b62e868f6d5440cc5a84903bd5a822a.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616One of the challenges in the health monitoring of bridge structures is the "data" extraction from the structure. This is done by sensors in the structure. The layout and use of the fewest possible number of sensors, so as to provide the most needed data on structural status, has always been of interest. There are shortcomings in the methods used to determine the location of sensors in bridges, such as the use of one optimization indicator, determination of the number of sensors experimentally, high environmental noise, and a long calculation time. In order to overcome these shortcomings, a new MSE-MGA (Modal Strain Energy-Modified Genetic Algorithm) method is proposed in this study. In this method, two modal strain energy indices and modal contribution coefficient are used to reduce the noise effect of vehicles passing through. All the appropriate locations of the sensors are selected by these indices, and then the optimal number of sensors and their location are determined by using the genetic algorithm. The results show that increasing the number of sensors from a given optimal value has no effect on increasing the required data. Also, the simultaneous use of two optimization indices has resulted in the elimination of a large number of inappropriate points for sensor placement, resulting in a significantly reduced computational time. To investigate the performance and practical application of this method, a model of a steel bridge is modeled and the optimal number of sensors and their layout are determined.Seyed Ali Razavian AmreiAmin Hajizadeh AminiIranian Society of Structrual Engineering (ISSE)articleoptimal sensor placementstructure healthbridgegenetic algorithmmse-mgaBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 8, Iss 6, Pp 5-23 (2021) |
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optimal sensor placement structure health bridge genetic algorithm mse-mga Bridge engineering TG1-470 Building construction TH1-9745 |
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optimal sensor placement structure health bridge genetic algorithm mse-mga Bridge engineering TG1-470 Building construction TH1-9745 Seyed Ali Razavian Amrei Amin Hajizadeh Amini Optimal Sensor Placement for the Structure Health Monitoring of Bridge Structures Using Genetic Algorithm |
description |
One of the challenges in the health monitoring of bridge structures is the "data" extraction from the structure. This is done by sensors in the structure. The layout and use of the fewest possible number of sensors, so as to provide the most needed data on structural status, has always been of interest. There are shortcomings in the methods used to determine the location of sensors in bridges, such as the use of one optimization indicator, determination of the number of sensors experimentally, high environmental noise, and a long calculation time. In order to overcome these shortcomings, a new MSE-MGA (Modal Strain Energy-Modified Genetic Algorithm) method is proposed in this study. In this method, two modal strain energy indices and modal contribution coefficient are used to reduce the noise effect of vehicles passing through. All the appropriate locations of the sensors are selected by these indices, and then the optimal number of sensors and their location are determined by using the genetic algorithm. The results show that increasing the number of sensors from a given optimal value has no effect on increasing the required data. Also, the simultaneous use of two optimization indices has resulted in the elimination of a large number of inappropriate points for sensor placement, resulting in a significantly reduced computational time. To investigate the performance and practical application of this method, a model of a steel bridge is modeled and the optimal number of sensors and their layout are determined. |
format |
article |
author |
Seyed Ali Razavian Amrei Amin Hajizadeh Amini |
author_facet |
Seyed Ali Razavian Amrei Amin Hajizadeh Amini |
author_sort |
Seyed Ali Razavian Amrei |
title |
Optimal Sensor Placement for the Structure Health Monitoring of Bridge Structures Using Genetic Algorithm |
title_short |
Optimal Sensor Placement for the Structure Health Monitoring of Bridge Structures Using Genetic Algorithm |
title_full |
Optimal Sensor Placement for the Structure Health Monitoring of Bridge Structures Using Genetic Algorithm |
title_fullStr |
Optimal Sensor Placement for the Structure Health Monitoring of Bridge Structures Using Genetic Algorithm |
title_full_unstemmed |
Optimal Sensor Placement for the Structure Health Monitoring of Bridge Structures Using Genetic Algorithm |
title_sort |
optimal sensor placement for the structure health monitoring of bridge structures using genetic algorithm |
publisher |
Iranian Society of Structrual Engineering (ISSE) |
publishDate |
2021 |
url |
https://doaj.org/article/185af42ba0f241d1a10439e232a75715 |
work_keys_str_mv |
AT seyedalirazavianamrei optimalsensorplacementforthestructurehealthmonitoringofbridgestructuresusinggeneticalgorithm AT aminhajizadehamini optimalsensorplacementforthestructurehealthmonitoringofbridgestructuresusinggeneticalgorithm |
_version_ |
1718441546570792960 |