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<dc:title xml:lang="pl"><![CDATA[Flexural elastic buckling stress of batten type light gauge built-up member = Sprężyste naprężenia krytyczne zgięciowej formy wyboczenia wbudowanych, dwugałęziowych słupów przewiązkowych wykonanych z lekkich elementów cienkościennych]]></dc:title>
<dc:creator><![CDATA[Mitsui, Kazuya]]></dc:creator>
<dc:creator><![CDATA[Sato, Atsushi]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[thin-walled elements]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[thin-walled column]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[elastic stresses]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[critical stresses]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[elementy cienkościenne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[lekki przekrój cienkościenny]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[element wbudowany]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[naprężenia krytyczne]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[In Japan, built-up member composed with light gauge is used for studs of shear wall. Flexural buckling stress of built-up compression member is evaluated by effective slenderness ratio. The effective slenderness ratio of light gauge built-up compression member is proposed for heavy sections; however, it is not verified that it can be adopted in light gauge.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[In this paper, full scale testing of light gauge built-up members are conducted. From the test results, it is shown that current Standard overestimates the buckling strength. Based on energy equilibrium theory, modified effective slenderness ratio for light gauge built-up member is derived. The validity of the modified effective slenderness ratio is shown with test results.]]></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/61833/12_mitsui_flexural.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/68384/edition/61833/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:61833]]></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:68384]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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