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		<identifier>oai:zbc.uz.zgora.pl:61515</identifier>
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<dc:title xml:lang="pl"><![CDATA[Shakedown analysis of composite steel-concrete frame systems with plastic and brittle elements under seismic action = Przystosowanie zespolonych stalowo-betonowych układów ramowych zawierających plastyczne i kruche elementy przy obciążeniach sejsmicznych]]></dc:title>
<dc:creator><![CDATA[Alawdin, Piotr]]></dc:creator>
<dc:creator><![CDATA[Bulanov, George]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[limit analysis]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[shakedown analysis]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[composite frames]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[steel-concrete frames]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[seismic-protected system]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[nośność graniczna]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[ramy zespolone]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[ramy stalowo-betonowe]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[układ nośny]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[elementy sprężysto-plastyczne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[ochrona sejsmiczna]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[In this paper the earthquake analysis of composite steel-concrete frames is performed by finding solution of the optimization problem of shakedown analysis, which takes into account the nonlinear properties of materials. The constructions are equipped with systems bearing structures of various elastic-plastic and brittle elements absorbing energy of seismic actions.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[A mathematical model of this problem is presented on the base of limit analysis theory with partial redistribution of self-stressed internal forces. It is assumed that the load varies randomly within the specified limits. These limits are determined by the possible direction and magnitude of seismic loads. The illustrative example of such analysis of system is introduced. Some attention has been paid to the practical application of the proposed mathematical model.]]></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/61515/2_alawdin_shakedown.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/68348/edition/61515/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:61515]]></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:68348]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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