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		<identifier>oai:zbc.uz.zgora.pl:61800</identifier>
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<dc:title xml:lang="pl"><![CDATA[A consistent Ayrton-Perry approach for the flexural-torsional buckling resistance evaluation of steel i-section members = Jednolite podejście Ayrton-Perry`ego w ocenie nośności stalowych elementów dwuteowych przy wyboczeniu giętno-skrętnym]]></dc:title>
<dc:creator><![CDATA[Giżejowski, Marian]]></dc:creator>
<dc:creator><![CDATA[Stachura, Zbigniew]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[Eurocode`s design philosophy]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[generalized Ayrton-Perry formulation]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[steel section]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[bending]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[buckling resistance]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[flexural-torsional buckling]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[eurokody]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[metodologia projektowania]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[metoda Ayrton-Perry`ego]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[dwuteownik stalowy]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[zginanie]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[ściskanie]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[wyboczenie giętno-skrętne]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[Steel I-section members subjected to compression a monoaxial bending about the major axis are dealt with in this paper. The current Eurocode`s design procedure of such members is based on a set of two interpolation equations.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[In this paper a simple and yet consistent Ayrton-Perry methodology is presented that for beam-columns yields the Ayrton-Perry design strategy similar to that utilized in the steel Eurocodes for design of beams and columns but not used so far for the beam-column design.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The results from developed design criterion are compared with those of Method 1 of Eurocode 3 and the Ayrton-Perry formulation of a different format that has been recently published.]]></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/61800/7_gizejowski_a_consistent.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/68375/edition/61800/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:61800]]></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:68375]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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