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    New Median Approach to Define Configuration Weakness of Deformation Networks

    Source: Journal of Surveying Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author:
    Serif Hekimoglu
    ,
    Bahattin Erdogan
    DOI: 10.1061/(ASCE)SU.1943-5428.0000080
    Publisher: American Society of Civil Engineers
    Abstract: The main problem in conventional deformation analysis (CDA) is that if there is more than one displaced point in a given monitoring network, the least-squares estimation (LSE) smears the disturbing effects of the displaced points over all other points. Therefore, only one displaced point can be detected successfully using CDA. If the number of displaced points increases, the success of detecting these points decreases significantly. This weakness of CDA originates mostly from the configuration of the monitoring network. To detect the weakness of any monitoring network, a new approach that is based on applying the median of differences between the measurements of Epoch I and Epoch II related to the same point has been developed. In this way, the displaced points that are detected by CDA can be checked whether these points are actually displaced from the point of view of the configuration weakness of the network. To design a capable deformation network that has at least a minimum configuration isolating smearing effect of LSE makes it possible to detect displaced points with highest success.
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      New Median Approach to Define Configuration Weakness of Deformation Networks

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    https://yetl.yabesh.ir/yetl1/handle/yetl/68959
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    contributor authorSerif Hekimoglu
    contributor authorBahattin Erdogan
    date accessioned2017-05-08T22:01:22Z
    date available2017-05-08T22:01:22Z
    date copyrightAugust 2012
    date issued2012
    identifier other%28asce%29su%2E1943-5428%2E0000128.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68959
    description abstractThe main problem in conventional deformation analysis (CDA) is that if there is more than one displaced point in a given monitoring network, the least-squares estimation (LSE) smears the disturbing effects of the displaced points over all other points. Therefore, only one displaced point can be detected successfully using CDA. If the number of displaced points increases, the success of detecting these points decreases significantly. This weakness of CDA originates mostly from the configuration of the monitoring network. To detect the weakness of any monitoring network, a new approach that is based on applying the median of differences between the measurements of Epoch I and Epoch II related to the same point has been developed. In this way, the displaced points that are detected by CDA can be checked whether these points are actually displaced from the point of view of the configuration weakness of the network. To design a capable deformation network that has at least a minimum configuration isolating smearing effect of LSE makes it possible to detect displaced points with highest success.
    publisherAmerican Society of Civil Engineers
    titleNew Median Approach to Define Configuration Weakness of Deformation Networks
    typeJournal Paper
    journal volume138
    journal issue3
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)SU.1943-5428.0000080
    treeJournal of Surveying Engineering:;2012:;Volume ( 138 ):;issue: 003
    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
    yabeshDSpacePersian