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<dc:title xml:lang="pl"><![CDATA[Shakedown analysis of "soil-pile foundation-frame" system under seismic action = Przystosowanie układu "podłoże gruntowe pale-rama"? przy oddziaływaniach sejsmicznych]]></dc:title>
<dc:creator><![CDATA[Alawdin, Piotr]]></dc:creator>
<dc:creator><![CDATA[Bulanov, George]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[seismic action]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[soil-structure interaction]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[frames]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[pile foundation]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[elastic-plastic elements]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[brittle elements]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[oddziaływanie sejsmiczne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[podłoże odkształcalne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[fundamenty]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[elementy sprężysto-plastyczne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[elementy kruche]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[In this article, the seismic shakedown FEM analysis of reinforced concrete and composite spatial frame structures on the deformable foundation, taking into account the elastic-plastic and brittle behavior of structures elements, is presented. A foundation consists of group of the piles in the soil. The behavior of soil is described here using and the elastic half-space theory.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[The pile deformation model is assumed to be elastic-perfectly plastic, where the bearing capacity is determined by the results of testing the soils or the piles themselves. An example of seismic shakedown limit analysis is presented.]]></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[2018]]></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/63716/9_alawdin_shakedown.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/70187/edition/63716/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:63716]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 28, vol. 1]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:70187]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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