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		<identifier>oai:zbc.uz.zgora.pl:72863</identifier>
	    <datestamp>2023-07-06T08:42:31Z</datestamp>
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<dc:title xml:lang="pl"><![CDATA[Seismic Performance Evaluation of Historical Case Study of Armenian Architecture Tekor Church]]></dc:title>
<dc:creator><![CDATA[Şeker, Burçin Şenol]]></dc:creator>
<dc:creator><![CDATA[Özkaynak, Merve]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[cultural heritage]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[damage]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[FEM model]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[historical construction]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[masonry churches]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[Armenia architecture]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[Tekor]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[seismic vulnerability]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[dziedzictwo kulturowe]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[szkody]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[MES]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[budynek historyczny]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[architektura Armenii]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[trzęsienie ziemi]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[Masonry churches, which are one of the cultural heritages, show the historical background, cultural and religious characteristics of the cities and material properties. Churches in the earthquake zone, which are different from each other in terms of typology and have a special importance, are at risk. The aim of this study is to examine the earthquake behavior of a church sample in Turkey and to provide a guide for structures with similar typology.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The building was modeled and subjected to dynamic loads using macro modeling technique. Free vibration mode shapes were determined by modal analysis, and it was determined that these modes were mainly in the form of translation of the upper part of the structure. In the time history analysis, the stress and deformation values were determined.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[It has been observed that the stresses take high values at the supports and top of the main columns and in the arches connecting these columns to the side walls. It was concluded that the deformations reached their maximum values at the apex of the triangular gable walls in the upper part of the building. The results obtained are consistent with the damage the church received in past earthquakes.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[tytuł dodatkowy: Prace z Inżynierii Lądowej i Środowiska]]></dc:description>
<dc:publisher><![CDATA[Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego]]></dc:publisher>
<dc:contributor><![CDATA[Kuczyński, Tadeusz - red.]]></dc:contributor>
<dc:date><![CDATA[2022]]></dc:date>
<dc:type xml:lang="pl"><![CDATA[artykuł]]></dc:type>
<dc:format xml:lang="pl"><![CDATA[application/pdf]]></dc:format>
<dc:identifier><![CDATA[http://www.zbc.uz.zgora.pl/repozytorium/Content/72863/ceer2022_2_seker_ozkaynak_seismic.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/79975/edition/72863/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:72863]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 32, vol. 2]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:79975]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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