Nalysis of Changes to Steel Footbridge Geometry Within 25 Years in Service

Identification of the technical condition of bridge structures should be supplemented by determination of structural displacements in relation to the adopted frame of reference and measurement of changes to the geometry of its individual elements. Of special value are the results of measurements of...

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Main Authors: Sztubecki Jacek, Bujarkiewic Adam, Sobczak-Piąstka Justyna, Janiak Tomasz, Gajewski Jarosław
Format: Article
Language:English
Published: Sciendo 2018-06-01
Series:Civil and Environmental Engineering Reports
Subjects:
Online Access:https://doi.org/10.2478/ceer-2018-0027
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spelling doaj-10a303a084b84f198f71f1a253150f872021-09-06T19:22:01ZengSciendoCivil and Environmental Engineering Reports2080-51872450-85942018-06-0128216417610.2478/ceer-2018-0027ceer-2018-0027Nalysis of Changes to Steel Footbridge Geometry Within 25 Years in ServiceSztubecki Jacek0Bujarkiewic Adam1Sobczak-Piąstka Justyna2Janiak Tomasz3Gajewski Jarosław4University of Technology and Life Sciences in BydgoszczUniversity of Technology and Life Sciences in BydgoszczUniversity of Technology and Life Sciences in BydgoszczUniversity of Technology and Life Sciences in BydgoszczUniversity of Technology and Life Sciences in BydgoszczIdentification of the technical condition of bridge structures should be supplemented by determination of structural displacements in relation to the adopted frame of reference and measurement of changes to the geometry of its individual elements. Of special value are the results of measurements of the same values obtained along an extended service life. They provide an opportunity to compare results, track down tendencies, and more quickly recognise signs of aggravating technical condition of structures.https://doi.org/10.2478/ceer-2018-0027technical condition of structuresmeasurements of the geometry of structures
collection DOAJ
language English
format Article
sources DOAJ
author Sztubecki Jacek
Bujarkiewic Adam
Sobczak-Piąstka Justyna
Janiak Tomasz
Gajewski Jarosław
spellingShingle Sztubecki Jacek
Bujarkiewic Adam
Sobczak-Piąstka Justyna
Janiak Tomasz
Gajewski Jarosław
Nalysis of Changes to Steel Footbridge Geometry Within 25 Years in Service
Civil and Environmental Engineering Reports
technical condition of structures
measurements of the geometry of structures
author_facet Sztubecki Jacek
Bujarkiewic Adam
Sobczak-Piąstka Justyna
Janiak Tomasz
Gajewski Jarosław
author_sort Sztubecki Jacek
title Nalysis of Changes to Steel Footbridge Geometry Within 25 Years in Service
title_short Nalysis of Changes to Steel Footbridge Geometry Within 25 Years in Service
title_full Nalysis of Changes to Steel Footbridge Geometry Within 25 Years in Service
title_fullStr Nalysis of Changes to Steel Footbridge Geometry Within 25 Years in Service
title_full_unstemmed Nalysis of Changes to Steel Footbridge Geometry Within 25 Years in Service
title_sort nalysis of changes to steel footbridge geometry within 25 years in service
publisher Sciendo
series Civil and Environmental Engineering Reports
issn 2080-5187
2450-8594
publishDate 2018-06-01
description Identification of the technical condition of bridge structures should be supplemented by determination of structural displacements in relation to the adopted frame of reference and measurement of changes to the geometry of its individual elements. Of special value are the results of measurements of the same values obtained along an extended service life. They provide an opportunity to compare results, track down tendencies, and more quickly recognise signs of aggravating technical condition of structures.
topic technical condition of structures
measurements of the geometry of structures
url https://doi.org/10.2478/ceer-2018-0027
work_keys_str_mv AT sztubeckijacek nalysisofchangestosteelfootbridgegeometrywithin25yearsinservice
AT bujarkiewicadam nalysisofchangestosteelfootbridgegeometrywithin25yearsinservice
AT sobczakpiastkajustyna nalysisofchangestosteelfootbridgegeometrywithin25yearsinservice
AT janiaktomasz nalysisofchangestosteelfootbridgegeometrywithin25yearsinservice
AT gajewskijarosław nalysisofchangestosteelfootbridgegeometrywithin25yearsinservice
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