Dynamic identification of three 19th century churches in Turkey

It is of great importance to determine the in-situ wall strength and dynamic characteristics of historic structures by experimental methods before structural analysis. The most effective experimental methods are the flat-jack, shear and vibration tests. After experimental methods, dynamic behaviour...

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Main Author: M. Bilal Bağbanci
Format: Article
Language:English
Published: Croatian Association of Civil Engineers 2022-04-01
Series:Građevinar
Subjects:
Online Access:https://doi.org/10.14256/JCE.2823.2019
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author M. Bilal Bağbanci
author_facet M. Bilal Bağbanci
author_sort M. Bilal Bağbanci
collection DOAJ
description It is of great importance to determine the in-situ wall strength and dynamic characteristics of historic structures by experimental methods before structural analysis. The most effective experimental methods are the flat-jack, shear and vibration tests. After experimental methods, dynamic behaviour of the structures should be checked by the finite element analysis. Dynamic characteristics of three churches constructed in the 19th century in Balıkesir and Bursa provinces, now reduced to load-bearing walls (outer walls) only, are analysed in this study. It was established that, in order to identify dynamic characteristics of such structures, both the whole structure and the individual walls should be tested and evaluated by means of the finite element analysis.
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publishDate 2022-04-01
publisher Croatian Association of Civil Engineers
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series Građevinar
spelling doaj-art-71aff1829ab04cf69604e0110c8cb1a42025-08-20T02:59:42ZengCroatian Association of Civil EngineersGrađevinar0350-24651333-90952022-04-017402.12513410.14256/JCE.2823.2019Dynamic identification of three 19th century churches in TurkeyM. Bilal BağbanciIt is of great importance to determine the in-situ wall strength and dynamic characteristics of historic structures by experimental methods before structural analysis. The most effective experimental methods are the flat-jack, shear and vibration tests. After experimental methods, dynamic behaviour of the structures should be checked by the finite element analysis. Dynamic characteristics of three churches constructed in the 19th century in Balıkesir and Bursa provinces, now reduced to load-bearing walls (outer walls) only, are analysed in this study. It was established that, in order to identify dynamic characteristics of such structures, both the whole structure and the individual walls should be tested and evaluated by means of the finite element analysis.https://doi.org/10.14256/JCE.2823.2019masonry structuresmaterial testsstructural health monitoringdynamic behaviour
spellingShingle M. Bilal Bağbanci
Dynamic identification of three 19th century churches in Turkey
Građevinar
masonry structures
material tests
structural health monitoring
dynamic behaviour
title Dynamic identification of three 19th century churches in Turkey
title_full Dynamic identification of three 19th century churches in Turkey
title_fullStr Dynamic identification of three 19th century churches in Turkey
title_full_unstemmed Dynamic identification of three 19th century churches in Turkey
title_short Dynamic identification of three 19th century churches in Turkey
title_sort dynamic identification of three 19th century churches in turkey
topic masonry structures
material tests
structural health monitoring
dynamic behaviour
url https://doi.org/10.14256/JCE.2823.2019
work_keys_str_mv AT mbilalbagbanci dynamicidentificationofthree19thcenturychurchesinturkey