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		<identifier>oai:zbc.uz.zgora.pl:61836</identifier>
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<dc:title xml:lang="pl"><![CDATA[Steel lattice tower under ultimate load - chosen joint analysis = Stalowa wieża kratowa pod obciążeniem niszczącym - analiza wybranego węzła]]></dc:title>
<dc:creator><![CDATA[Szafran, Jacek]]></dc:creator>
<dc:creator><![CDATA[Rykaluk, Kazimierz]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[steel latticed towers]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[l-section]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[finite element analysis]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[structural joint]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[fullscale test]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[eccentricity of load]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[stalowe wieże kratowe]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[kątownik stalowy]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[metoda elementów skończonych]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[połączenia]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[testy konstrukcji]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[mimośród obciążenia]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[The main objective of the presented paper is to discuss chosen lattice tower joint behavior under structure ultimate load. Joint numerical modelling considerations are enriched with comparison to the full-scale tower pushover test results.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[Two independent load cases were examined: 1) where the L-sections (diagonal bracings) are loaded by the axial force only and that forces are applied in the center of the member cross section, 2) where the L-sections are loaded by the axial force and the bending moment that reproduce the effect of the eccentric connection to the gusset plates by the one leg of the angle section is added.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[Differences in equivalent stresses state for two independent design situations allow for conclusion that additional bending moments should be taken into account, especially for thin-walled members.]]></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/61836/15_szafran_steel.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/68387/edition/61836/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:61836]]></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:68387]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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