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		<identifier>oai:zbc.uz.zgora.pl:72794</identifier>
	    <datestamp>2023-07-06T08:42:31Z</datestamp>
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<dc:title xml:lang="pl"><![CDATA[A Study on Dynamic Behavior of Natural Draft Cooling Tower Considering the Effect of Soil-Structure Interaction]]></dc:title>
<dc:creator><![CDATA[Chitrahalli Lingaraju, Mahesh Kumar]]></dc:creator>
<dc:creator><![CDATA[Kotagi Girisha, Shwetha]]></dc:creator>
<dc:creator><![CDATA[Bhaktanakatte Channabasappa, Shanthappa]]></dc:creator>
<dc:creator><![CDATA[Karigowda, Manjunatha]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[hyperbolic cooling tower]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[Richter scale]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[dynamic response]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[natural frequency]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[maximum principal stress]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[soil-structure interaction]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[wieża chłodnicza]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[skala Richtera]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[badania dynamiczne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[naprężenie główne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[struktura gruntu]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[In this present era, the technology in advanced construction has developed to a very large extent. Some parts of the constructions are still in the improving stage which includes cooling tower construction. Hyperbolic cooling towers are large, thin shell reinforced concrete structures which contribute to power generation efficiency, reliability, and to environmental protection.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[Cooling towers use evaporation of water to eject heat from processes such as cooling the circulating water used in oil refineries and in power plants. Nowadays in many thermal power plants, we can see the cooling tower. So, preserving this industrial structure is an effort to save the cooling tower from dangerous earthquakes. The present-day cooling towers are exceptional structures in view of their sheer size and complexities.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[Present paper deals with the study of dynamic response that is modal analysis, seismic analysis of the two different cooling towers varying the H/t ratio and thicknesses with fixity at the base boundary condition, and the soil is modelled as raft for the effect of soil-structure interaction using the direct approach. In this paper, hyperbolic cooling towers are modelled using ANSYS software, which is a finite element software. Results show that the soil-structure interaction effect significantly modifies the earthquake behavior of hyperbolic cooling towers.]]></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/72794/ceer2021_4_chitrahall_lingaraju_a-study.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/79821/edition/72794/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:72794]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 31, vol. 4]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:79821]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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