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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Online Access: | https://doi.org/10.2478/ceer-2018-0027 |
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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 |
_version_ |
1717772868702437376 |