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 determi...

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Main Authors: Ali Koken, Mehmet Alpaslan Koroglu, Hakan Karabork, Ayhan Ceylan
Format: Article
Language:Portuguese
Published: Universidade Federal do Paraná
Series:Boletim de Ciências Geodésicas
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1982-21702014000300720&lng=en&tlng=en
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spelling doaj-99eb51060ffa48b49b2eee337731b2622020-11-25T00:14:22ZporUniversidade Federal do ParanáBoletim de Ciências Geodésicas1982-217020372073310.1590/S1982-21702014000300041S1982-21702014000300720PHOTOGRAMMETRIC APPROACH IN DETERMINING BEAM-COLUMN CONNECTION DEFORMATIONSAli KokenMehmet Alpaslan KorogluHakan KaraborkAyhan CeylanIn 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.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1982-21702014000300720&lng=en&tlng=enFotogrametriaConexões de coluna-de-vigaRotação
collection DOAJ
language Portuguese
format Article
sources DOAJ
author Ali Koken
Mehmet Alpaslan Koroglu
Hakan Karabork
Ayhan Ceylan
spellingShingle Ali Koken
Mehmet Alpaslan Koroglu
Hakan Karabork
Ayhan Ceylan
PHOTOGRAMMETRIC APPROACH IN DETERMINING BEAM-COLUMN CONNECTION DEFORMATIONS
Boletim de Ciências Geodésicas
Fotogrametria
Conexões de coluna-de-viga
Rotação
author_facet Ali Koken
Mehmet Alpaslan Koroglu
Hakan Karabork
Ayhan Ceylan
author_sort Ali Koken
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
publisher Universidade Federal do Paraná
series Boletim de Ciências Geodésicas
issn 1982-2170
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.
topic Fotogrametria
Conexões de coluna-de-viga
Rotação
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1982-21702014000300720&lng=en&tlng=en
work_keys_str_mv AT alikoken photogrammetricapproachindeterminingbeamcolumnconnectiondeformations
AT mehmetalpaslankoroglu photogrammetricapproachindeterminingbeamcolumnconnectiondeformations
AT hakankarabork photogrammetricapproachindeterminingbeamcolumnconnectiondeformations
AT ayhanceylan photogrammetricapproachindeterminingbeamcolumnconnectiondeformations
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