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contributor authorChristopher Watson
contributor authorTim Watson
contributor authorRichard Coleman
date accessioned2017-05-08T21:01:46Z
date available2017-05-08T21:01:46Z
date copyrightFebruary 2007
date issued2007
identifier other%28asce%290733-9453%282007%29133%3A1%2823%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35980
description abstractIn this study global positioning system (GPS) technology is used to monitor the structural movement of a cable-stayed bridge over the River Tamar in northern Tasmania, Australia. Observed displacements are compared with predicted deflections derived from modeling undertaken with the Space Gass structural analysis software suite. Results show that GPS is successful in quantifying both thermally induced bridge displacements and high frequency transient motion caused by vehicle loading. GPS-derived estimates of the bridge’s short-term dynamic motion correlate well with the predicted model response, providing the ability to verify the model and pose potential improvements to the model configuration. Deflection signatures from GPS show typical displacements on the main span of
publisherAmerican Society of Civil Engineers
titleStructural Monitoring of Cable-Stayed Bridge: Analysis of GPS versus Modeled Deflections
typeJournal Paper
journal volume133
journal issue1
journal titleJournal of Surveying Engineering
identifier doi10.1061/(ASCE)0733-9453(2007)133:1(23)
treeJournal of Surveying Engineering:;2007:;Volume ( 133 ):;issue: 001
contenttypeFulltext


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