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		<identifier>oai:zbc.uz.zgora.pl:61834</identifier>
	    <datestamp>2023-07-06T08:42:31Z</datestamp>
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<dc:title xml:lang="pl"><![CDATA[Rotation capacity of bolted flush end-plate stiffened beam-to-column connection = Zdolność do obrotu użebrowanego połączenia z blachą wpuszczoną belki ze słupem]]></dc:title>
<dc:creator><![CDATA[Ostrowski, Krzysztof]]></dc:creator>
<dc:creator><![CDATA[Kozłowski, Aleksander]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[rotation capacity]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[FEM analysis]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[hierarchical validation]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[numerical experiment]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[zdolność do obrotu]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[analiza MES]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[walidacja hierarchiczna]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[eksperyment numeryczny]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[One of the flexibility parameters of semi-rigid joints is rotation capacity. Plastic rotation capacity is especially important in plastic design of framed structures. Current design codes, including Eurocode 3, do not posses procedures enabling designers to obtain value of rotation capacity.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[In the paper the calculation procedure of the rotation capacity for stiffened bolted flush end-plate beam-to-column connections has been proposed. Theory of experiment design was applied with the use of Hartley`s PS/DS-P:Ha3 plan. The analysis was performed with the use of finite element method (ANSYS), based on the numerical experiment plan. The determination of maximal rotation angle was carried out with the use of regression analysis.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The main variables analyzed in parametric study were: pitch of the bolt ?w? (120-180 mm), the distance between the bolt axis and the beam upper edge cg1 (50-90 mm) and the thickness of the end-plate tp (10-20 mm). Power function was proposed to describe available rotation capacity of the joint. Influence of the particular components on the rotation capacity was also investigated. In the paper a general procedure for determination of rotation capacity was proposed.]]></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/61834/13_ostrowski_rotation.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/68385/edition/61834/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:61834]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), No 25]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:68385]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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