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contributor authorPanos A.
contributor authorPsimoulis
contributor authorStathis C.
contributor authorStiros
date accessioned2017-05-08T21:35:22Z
date available2017-05-08T21:35:22Z
date copyrightFebruary 2013
date issued2013
identifier other%28asce%29be%2E1943-5592%2E0000336.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56878
description abstractA robotic total station (RTS) [or robotic theodolite or theodolite positioning system (TPS)] was used for the first time to measure the deflections of a short-span bridge in response to passing trains. The RTS measurements aimed to a reflector which was set on one of the midspans of the historical Gorgopotamos Bridge in Greece permitted to identify the measurement noise (apparent displacements) up to ±1.3 mm when no trains were passing, and deflections with peaks of 2.5–6 mm during intervals when small or larger trains were passing. These results confirm previous experiments and indicate that, under certain conditions (mostly favorable atmospheric conditions), an RTS can be used for monitoring dynamic displacements of relatively stiff bridges, and as a useful tool for structural health monitoring.
publisherAmerican Society of Civil Engineers
titleMeasuring Deflections of a Short-Span Railway Bridge Using a Robotic Total Station
typeJournal Paper
journal volume18
journal issue2
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0000334
treeJournal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 002
contenttypeFulltext


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