PHOTOGRAMMETRIC APPROACH IN DETERMINING BEAM-COLUMN CONNECTION DEFORMATIONS
In accordance with the advances in technology, displacement calculation techniques are ever developing. Photogrammetry has become preferable in some new disciplines with the advances in the image processing methods. In this study, the authors have used two different measurement techniques to determine the angles of rotation in beam-column connections that are subjected to reversible cyclic loading. The first of these is the method that is widely used, the conventional method in structural mechanics experiments, where Linear Variable Differential Transformers (LVDTs) are utilized; and the second is the photogrammetric measurement technique. The rotation angles were determined using these techniques in a total of ten steel beam-column connection experiments. After discussing the test procedures of the aforementioned methods, the results were presented. It was observed that the rotation angles measured by each method were very close to each other. It was concluded that the photogrammetric measurement technique could be used as an alternative to conventional methods, where electronic LVDTs are used.
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Universidade Federal do Paraná
2014
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oai:scielo:S1982-217020140003007202015-09-03PHOTOGRAMMETRIC APPROACH IN DETERMINING BEAM-COLUMN CONNECTION DEFORMATIONSKoken,AliKoroglu,Mehmet AlpaslanKarabork,HakanCeylan,Ayhan Photogrammetry Beam-Column Connection Rotation In accordance with the advances in technology, displacement calculation techniques are ever developing. Photogrammetry has become preferable in some new disciplines with the advances in the image processing methods. In this study, the authors have used two different measurement techniques to determine the angles of rotation in beam-column connections that are subjected to reversible cyclic loading. The first of these is the method that is widely used, the conventional method in structural mechanics experiments, where Linear Variable Differential Transformers (LVDTs) are utilized; and the second is the photogrammetric measurement technique. The rotation angles were determined using these techniques in a total of ten steel beam-column connection experiments. After discussing the test procedures of the aforementioned methods, the results were presented. It was observed that the rotation angles measured by each method were very close to each other. It was concluded that the photogrammetric measurement technique could be used as an alternative to conventional methods, where electronic LVDTs are used.info:eu-repo/semantics/openAccessUniversidade Federal do ParanáBoletim de Ciências Geodésicas v.20 n.3 20142014-09-01info:eu-repo/semantics/articletext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1982-21702014000300720en10.1590/S1982-21702014000300041 |
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Koken,Ali Koroglu,Mehmet Alpaslan Karabork,Hakan Ceylan,Ayhan |
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Koken,Ali Koroglu,Mehmet Alpaslan Karabork,Hakan Ceylan,Ayhan PHOTOGRAMMETRIC APPROACH IN DETERMINING BEAM-COLUMN CONNECTION DEFORMATIONS |
author_facet |
Koken,Ali Koroglu,Mehmet Alpaslan Karabork,Hakan Ceylan,Ayhan |
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Koken,Ali |
title |
PHOTOGRAMMETRIC APPROACH IN DETERMINING BEAM-COLUMN CONNECTION DEFORMATIONS |
title_short |
PHOTOGRAMMETRIC APPROACH IN DETERMINING BEAM-COLUMN CONNECTION DEFORMATIONS |
title_full |
PHOTOGRAMMETRIC APPROACH IN DETERMINING BEAM-COLUMN CONNECTION DEFORMATIONS |
title_fullStr |
PHOTOGRAMMETRIC APPROACH IN DETERMINING BEAM-COLUMN CONNECTION DEFORMATIONS |
title_full_unstemmed |
PHOTOGRAMMETRIC APPROACH IN DETERMINING BEAM-COLUMN CONNECTION DEFORMATIONS |
title_sort |
photogrammetric approach in determining beam-column connection deformations |
description |
In accordance with the advances in technology, displacement calculation techniques are ever developing. Photogrammetry has become preferable in some new disciplines with the advances in the image processing methods. In this study, the authors have used two different measurement techniques to determine the angles of rotation in beam-column connections that are subjected to reversible cyclic loading. The first of these is the method that is widely used, the conventional method in structural mechanics experiments, where Linear Variable Differential Transformers (LVDTs) are utilized; and the second is the photogrammetric measurement technique. The rotation angles were determined using these techniques in a total of ten steel beam-column connection experiments. After discussing the test procedures of the aforementioned methods, the results were presented. It was observed that the rotation angles measured by each method were very close to each other. It was concluded that the photogrammetric measurement technique could be used as an alternative to conventional methods, where electronic LVDTs are used. |
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Universidade Federal do Paraná |
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2014 |
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http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1982-21702014000300720 |
work_keys_str_mv |
AT kokenali photogrammetricapproachindeterminingbeamcolumnconnectiondeformations AT koroglumehmetalpaslan photogrammetricapproachindeterminingbeamcolumnconnectiondeformations AT karaborkhakan photogrammetricapproachindeterminingbeamcolumnconnectiondeformations AT ceylanayhan photogrammetricapproachindeterminingbeamcolumnconnectiondeformations |
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