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    Intelligent Noncontact Structural Displacement Detection Method Based on Computer Vision and Deep Learning

    Source: Journal of Construction Engineering and Management:;2024:;Volume ( 150 ):;issue: 010::page 04024127-1
    Author:
    Hongbo Liu
    ,
    Fan Zhang
    ,
    Rui Ma
    ,
    Longxuan Wang
    ,
    Zhihua Chen
    ,
    Qian Zhang
    ,
    Liulu Guo
    DOI: 10.1061/JCEMD4.COENG-14893
    Publisher: American Society of Civil Engineers
    Abstract: Accurate identification of structural displacements is important for structural state assessment and performance evaluation. This paper proposes a real-time structural displacement detection model based on computer vision and deep learning. The model consists of three stages: identification, tracking, and displacement resolution. First, the displacement target is identified and tracked by the improved YOLO v7 algorithm and the improved DeepSORT algorithm. Then, the Euclidean distance method based on inverse perspective mapping (IPM-ED) is proposed for the analytical conversion of the displacement. Next, the accuracy and effectiveness of this displacement detection model are evaluated through four groups of bamboo axial compression tests. A comparative analysis is conducted between the IPM-ED displacement analysis method and the commonly used ED displacement analysis method. Finally, the robustness of this method is tested by using a cable breakage test of a cable dome structure as an application case. The research results demonstrate that the maximum average error of the four groups of bamboo displacement tests is only 3.10 mm, and the maximum relative error of peak displacement is only 6.54 mm. The RMSE basically stays around 3.5 mm. The maximum displacement error in the application case is only 4.91 mm, with a maximum MAPE of 4.94%. In addition, the error percentage under the IPM-ED algorithm is basically within 5%, while the error percentage of the ED algorithm is more than 10%. The method in this paper achieves efficient and intelligent identification of structural displacements in a non-contact manner. The proposed method is suitable for environments where the contact displacement sensor is easily affected by vibration, the site is complex and requires additional displacement sensor fixing equipment, the displacement sensor with super-high structure is unsafe to deploy, and the contact displacement sensor in narrow space is inconvenient to deploy, so it has broad application prospects.
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      Intelligent Noncontact Structural Displacement Detection Method Based on Computer Vision and Deep Learning

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4298832
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    contributor authorHongbo Liu
    contributor authorFan Zhang
    contributor authorRui Ma
    contributor authorLongxuan Wang
    contributor authorZhihua Chen
    contributor authorQian Zhang
    contributor authorLiulu Guo
    date accessioned2024-12-24T10:23:34Z
    date available2024-12-24T10:23:34Z
    date copyright10/1/2024 12:00:00 AM
    date issued2024
    identifier otherJCEMD4.COENG-14893.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298832
    description abstractAccurate identification of structural displacements is important for structural state assessment and performance evaluation. This paper proposes a real-time structural displacement detection model based on computer vision and deep learning. The model consists of three stages: identification, tracking, and displacement resolution. First, the displacement target is identified and tracked by the improved YOLO v7 algorithm and the improved DeepSORT algorithm. Then, the Euclidean distance method based on inverse perspective mapping (IPM-ED) is proposed for the analytical conversion of the displacement. Next, the accuracy and effectiveness of this displacement detection model are evaluated through four groups of bamboo axial compression tests. A comparative analysis is conducted between the IPM-ED displacement analysis method and the commonly used ED displacement analysis method. Finally, the robustness of this method is tested by using a cable breakage test of a cable dome structure as an application case. The research results demonstrate that the maximum average error of the four groups of bamboo displacement tests is only 3.10 mm, and the maximum relative error of peak displacement is only 6.54 mm. The RMSE basically stays around 3.5 mm. The maximum displacement error in the application case is only 4.91 mm, with a maximum MAPE of 4.94%. In addition, the error percentage under the IPM-ED algorithm is basically within 5%, while the error percentage of the ED algorithm is more than 10%. The method in this paper achieves efficient and intelligent identification of structural displacements in a non-contact manner. The proposed method is suitable for environments where the contact displacement sensor is easily affected by vibration, the site is complex and requires additional displacement sensor fixing equipment, the displacement sensor with super-high structure is unsafe to deploy, and the contact displacement sensor in narrow space is inconvenient to deploy, so it has broad application prospects.
    publisherAmerican Society of Civil Engineers
    titleIntelligent Noncontact Structural Displacement Detection Method Based on Computer Vision and Deep Learning
    typeJournal Article
    journal volume150
    journal issue10
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/JCEMD4.COENG-14893
    journal fristpage04024127-1
    journal lastpage04024127-16
    page16
    treeJournal of Construction Engineering and Management:;2024:;Volume ( 150 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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