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    Robustness Analysis of Two-Dimensional Networks

    Source: Journal of Surveying Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author:
    Mustafa Berber
    ,
    Peter Dare
    ,
    Petr Vaníček
    DOI: 10.1061/(ASCE)0733-9453(2006)132:4(168)
    Publisher: American Society of Civil Engineers
    Abstract: After geodetic networks are established, relevant measurements are made and point coordinates are estimated by the least-squares method. However, the least-squares method does not give any information about the robustness of networks. To measure robustness of a network, the degree of deformation of individual points of the network is measured by strain. Furthermore, threshold values are needed to evaluate networks. These threshold values will enable us to evaluate the robustness of the network. If the displacements of individual points of the network are worse than the threshold values, we must redesign the network by changing the configuration or improving the measurements until we obtain a network of acceptable robustness. This paper describes how to obtain the displacements at individual points of a network, employs the specifications of the Geodetic Survey Division, and shows the power of the technique on different geodetic networks.
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      Robustness Analysis of Two-Dimensional Networks

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    contributor authorMustafa Berber
    contributor authorPeter Dare
    contributor authorPetr Vaníček
    date accessioned2017-05-08T21:01:45Z
    date available2017-05-08T21:01:45Z
    date copyrightNovember 2006
    date issued2006
    identifier other%28asce%290733-9453%282006%29132%3A4%28168%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35974
    description abstractAfter geodetic networks are established, relevant measurements are made and point coordinates are estimated by the least-squares method. However, the least-squares method does not give any information about the robustness of networks. To measure robustness of a network, the degree of deformation of individual points of the network is measured by strain. Furthermore, threshold values are needed to evaluate networks. These threshold values will enable us to evaluate the robustness of the network. If the displacements of individual points of the network are worse than the threshold values, we must redesign the network by changing the configuration or improving the measurements until we obtain a network of acceptable robustness. This paper describes how to obtain the displacements at individual points of a network, employs the specifications of the Geodetic Survey Division, and shows the power of the technique on different geodetic networks.
    publisherAmerican Society of Civil Engineers
    titleRobustness Analysis of Two-Dimensional Networks
    typeJournal Paper
    journal volume132
    journal issue4
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(2006)132:4(168)
    treeJournal of Surveying Engineering:;2006:;Volume ( 132 ):;issue: 004
    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