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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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