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		<identifier>oai:zbc.uz.zgora.pl:72753</identifier>
	    <datestamp>2023-07-06T08:42:31Z</datestamp>
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<dc:title xml:lang="pl"><![CDATA[Calculating the Dynamic Impedances of Foundations and their Effect on the Seismic Response of Structures: Analytical and Numerical Study]]></dc:title>
<dc:creator><![CDATA[Boulkhiout, Radhwane]]></dc:creator>
<dc:creator><![CDATA[Messast, Salah]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[soil-structure interaction]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[Finite Element Method (FEM)]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[substructure method]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[impedance functions]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[CONAN]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[equivalent static method]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[soil densification]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[interakcja gleba-struktura]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[metoda elementów skończonych (MES)]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[równoważna metoda statyczna]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[zagęszczanie gleby]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[This study evaluates the movement of a frame built on soft soil under seismic excitation taking into account soil-structure interaction. First, the study was evaluated using the finite element method, then, by using a substructure method which modelled the soil using springs and dampers in a linear and nonlinear study. Rheological models were determined using impedance functions, calculated using a numerical program CONAN.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[These dynamic impedances are shown in the displacement vector of a three-degrees-of-freedom frame, which was calculated on the basis of lateral forces distributed over the structure height using the equivalent static method. In this regard, two different calculation norms were chosen; RPA2003 and UBC97. Finally, a parametric study was carried out, based on the effects of soil densification and the foundation geometry on the response of the RC frame.]]></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[2021]]></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/72753/ceer2021_2_boulkhiout_calkulating.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/79742/edition/72753/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:72753]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 31, vol. 2]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:79742]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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