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<dc:title xml:lang="pl"><![CDATA[Limit analysis of geometrically hardening composite steel-concrete systems = Stany graniczne geometrycznie wzmacniających się konstrukcji zespolonych]]></dc:title>
<dc:creator><![CDATA[Alawdin, Piotr]]></dc:creator>
<dc:creator><![CDATA[Urbańska, Krystyna]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[obciążenia graniczne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[konstrukcje zespolone]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[systemy samo-wzmacniające]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[optymalizacja]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[limit analysis]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[composite structures]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[geometrically hardening system]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[optimisation]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[The paper considers some results of creating load-carrying composite systems that have uprated strength, rigidity and safety, and therefore are called geometrically (self-) hardening systems. The optimization mathematic models of structures as discrete mechanical systems withstanding dead load, monotonic or low cyclic static and kinematic actions are proposed.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[To find limit parameters of these actions the extreme energetic principle is suggested what result in the bilevel mathematic programming problem statement. The limit parameters of load actions are found on the first level of optimization. On the second level the power of the constant load with equilibrium preloading is maximized and/or system cost is minimized. The examples of using the proposed methods are presented and geometrically hardening composite steel-concrete system are taken into account.]]></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[2015]]></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/47371/1_alawdin_limit.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/57196/edition/47371/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:47371]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), No 16]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:57196]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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