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    Continuous Deformation Monitoring With GPS

    Source: Journal of Surveying Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author:
    Stephen R. DeLoach
    DOI: 10.1061/(ASCE)0733-9453(1989)115:1(93)
    Publisher: American Society of Civil Engineers
    Abstract: The U.S. Army Corps of Engineers makes extensive use of modern instrumentation for measuring the behavior of large structures. One of these programs is high‐precision geodetic surveying. This is accomplished through the use of classical techniques and provides a reliable measure of displacement as a function of time. Unfortunately, it is a labor‐intensive endeavor, and thus surveys are made infrequently. With the deployment of the NAVSTAR GPS, a possibility for continuous, automatic monitoring of structures has materialized. Preliminary designs suggest that desk‐top computers can be used with relatively simple data links to monitor a network of GPS receivers. The data can subsequently be processed and a deformation analysis can be performed to compute deformation vectors at a precision of about 0.5 cm. This paper presents a preliminary design for a complete system to be demonstrated at a Corps project in early 1989.
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      Continuous Deformation Monitoring With GPS

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    contributor authorStephen R. DeLoach
    date accessioned2017-05-08T21:01:10Z
    date available2017-05-08T21:01:10Z
    date copyrightFebruary 1989
    date issued1989
    identifier other%28asce%290733-9453%281989%29115%3A1%2893%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35595
    description abstractThe U.S. Army Corps of Engineers makes extensive use of modern instrumentation for measuring the behavior of large structures. One of these programs is high‐precision geodetic surveying. This is accomplished through the use of classical techniques and provides a reliable measure of displacement as a function of time. Unfortunately, it is a labor‐intensive endeavor, and thus surveys are made infrequently. With the deployment of the NAVSTAR GPS, a possibility for continuous, automatic monitoring of structures has materialized. Preliminary designs suggest that desk‐top computers can be used with relatively simple data links to monitor a network of GPS receivers. The data can subsequently be processed and a deformation analysis can be performed to compute deformation vectors at a precision of about 0.5 cm. This paper presents a preliminary design for a complete system to be demonstrated at a Corps project in early 1989.
    publisherAmerican Society of Civil Engineers
    titleContinuous Deformation Monitoring With GPS
    typeJournal Paper
    journal volume115
    journal issue1
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(1989)115:1(93)
    treeJournal of Surveying Engineering:;1989:;Volume ( 115 ):;issue: 001
    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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