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		<identifier>oai:zbc.uz.zgora.pl:96965</identifier>
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<dc:title xml:lang="pl"><![CDATA[Comparison of Actual Deformations of Historic Wooden Structures with Values Obtained from Static Calculations]]></dc:title>
<dc:creator><![CDATA[Zimiński, Kamil]]></dc:creator>
<dc:creator><![CDATA[Pawłowicz, Joanna A.]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[wooden structures]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[non-destructive testing]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[laser scanning]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[old timber]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[old timber structures]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[old wood]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[againg effect]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[mechanical properties assessment]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[timber creep]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[In historic wooden structures, deformations can be influenced by factors that are negligible within the first 50 years of the building`s existence. In attics where the roof covering is made of metal sheets, the air and structural elements heat up during the day and cool down rapidly at night. This phenomenon, over a long period, can cause micro-cracks and surface material degradation. For the study, historic buildings meeting the criteria for service class II according to PN-EN 1995-1-1 were selected. Measurements of deflections, humidity, and modulus of elasticity of the wood were conducted. The actual deflections of the examined structures were found to be 28% to 37% higher than those obtained from numerical calculations, indicating ongoing rheological processes in the wooden structures.]]></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[2024]]></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/Content/96965/ceer_2024_4_10_ziminski_comparison.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/dlibra/publication/108832/edition/96965/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:96965]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 34, vol. 4]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:108832]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
<dc:rights xml:lang="pl"><![CDATA[CC 4.0]]></dc:rights>
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