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		<identifier>oai:zbc.uz.zgora.pl:61996</identifier>
	    <datestamp>2023-07-06T08:42:31Z</datestamp>
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<dc:title xml:lang="pl"><![CDATA[Numerical analysis of prefabricated steel-concrete composite floor in typical LIPSK building = Analiza numeryczna modelu prefabrykowanego stropu zespolonego typowego budynku LIPSK]]></dc:title>
<dc:creator><![CDATA[Lacki, Piotr]]></dc:creator>
<dc:creator><![CDATA[Kasza, Przemysław]]></dc:creator>
<dc:creator><![CDATA[Derlatka, Anna]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[steel-concrete composite floor]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[FEM]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[numerical analysis]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[LIPSK type building]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[strop zespolony]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[MES]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[analiza numeryczna]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[budynek typu LIPSK]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[The aim of the work was to perform numerical analysis of a steel-concrete composite floor located in a LIPSK type building. A numerical model of the analytically designed floor was performed. The floor was in a six-storey, retail and service building. The thickness of a prefabricated slab was 100 mm.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The two-row, crisscrossed reinforcement of the slab was made from [fi]16 mm rods with a spacing of 150 x 200 mm. The span of the beams made of steel IPE 160 profiles was 6.00 m and they were spaced every 1.20 m. The steel-concrete composite was obtained using 80x16 Nelson fasteners. The numerical analysis was carried out using the ADINA System based on the Finite Element Method.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The stresses and strains in the steel and concrete elements, the distribution of the forces in the reinforcement bars and cracking in concrete were evaluated. The FEM model was made from 3D-solid finite elements (IPE profile and concrete slab) and truss elements (reinforcement bars). The adopted steel material model takes into consideration the plastic state, while the adopted concrete material model takes into account material cracks.]]></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[2017]]></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/61996/DOI_ceer_27_2017_0049%20Lacki-Kasza.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/68548/edition/61996/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:61996]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), No 27]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:68548]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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