Investigation of mass change detection utilizing the digital image processing method

Currently, to obtain the dynamic properties of structures in structural engineering, experimental relationships, mathematical models and computer software aids are mainly used. These dynamic properties depend on many details about material behavior and the compound of the structures, which could not...

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Autores principales: amin havaran, Mussa Mahmoudi Sahebi
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Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2021
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Acceso en línea:https://doaj.org/article/992f432e0eb14f35b8bc0378539f802d
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spelling oai:doaj.org-article:992f432e0eb14f35b8bc0378539f802d2021-11-08T15:54:39ZInvestigation of mass change detection utilizing the digital image processing method2476-39772538-261610.22065/jsce.2019.190320.1885https://doaj.org/article/992f432e0eb14f35b8bc0378539f802d2021-05-01T00:00:00Zhttps://www.jsce.ir/article_91104_0af18fa44da4a50b59572213124dce5f.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Currently, to obtain the dynamic properties of structures in structural engineering, experimental relationships, mathematical models and computer software aids are mainly used. These dynamic properties depend on many details about material behavior and the compound of the structures, which could not all be taken into account in analytical models. Therefore, there are always differences between the analytical models and the actual structures. So, seismic tests on structures is the most reliable method for obtaining these properties, so far, various methods have been developed in the world to preform these seismic experiments on the experimental structures such as image processing method. In this paper, the image processing method utilized through the dynamic properties of structures for mass change detection in the structure. For this purpose, a cantilever beam oscillated and the recorded displacements are considered as the inputs of the system identification. By deriving these displacements twice, the acceleration of the structure obtained and by processing these accelerations, natural frequency and shape mode of structure have been extracted and compared with the results of the accelerometer sensors embedded on the structure. Finally, mode shape curvature method utilized and the location of the sensors on the structure has been detected with good accuracy.amin havaranMussa Mahmoudi SahebiIranian Society of Structrual Engineering (ISSE)articleimage processingstructural dynamicmode shape curvature methoddynamic properties of structuresdamage detectionBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 8, Iss 3, Pp 251-265 (2021)
institution DOAJ
collection DOAJ
language FA
topic image processing
structural dynamic
mode shape curvature method
dynamic properties of structures
damage detection
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle image processing
structural dynamic
mode shape curvature method
dynamic properties of structures
damage detection
Bridge engineering
TG1-470
Building construction
TH1-9745
amin havaran
Mussa Mahmoudi Sahebi
Investigation of mass change detection utilizing the digital image processing method
description Currently, to obtain the dynamic properties of structures in structural engineering, experimental relationships, mathematical models and computer software aids are mainly used. These dynamic properties depend on many details about material behavior and the compound of the structures, which could not all be taken into account in analytical models. Therefore, there are always differences between the analytical models and the actual structures. So, seismic tests on structures is the most reliable method for obtaining these properties, so far, various methods have been developed in the world to preform these seismic experiments on the experimental structures such as image processing method. In this paper, the image processing method utilized through the dynamic properties of structures for mass change detection in the structure. For this purpose, a cantilever beam oscillated and the recorded displacements are considered as the inputs of the system identification. By deriving these displacements twice, the acceleration of the structure obtained and by processing these accelerations, natural frequency and shape mode of structure have been extracted and compared with the results of the accelerometer sensors embedded on the structure. Finally, mode shape curvature method utilized and the location of the sensors on the structure has been detected with good accuracy.
format article
author amin havaran
Mussa Mahmoudi Sahebi
author_facet amin havaran
Mussa Mahmoudi Sahebi
author_sort amin havaran
title Investigation of mass change detection utilizing the digital image processing method
title_short Investigation of mass change detection utilizing the digital image processing method
title_full Investigation of mass change detection utilizing the digital image processing method
title_fullStr Investigation of mass change detection utilizing the digital image processing method
title_full_unstemmed Investigation of mass change detection utilizing the digital image processing method
title_sort investigation of mass change detection utilizing the digital image processing method
publisher Iranian Society of Structrual Engineering (ISSE)
publishDate 2021
url https://doaj.org/article/992f432e0eb14f35b8bc0378539f802d
work_keys_str_mv AT aminhavaran investigationofmasschangedetectionutilizingthedigitalimageprocessingmethod
AT mussamahmoudisahebi investigationofmasschangedetectionutilizingthedigitalimageprocessingmethod
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