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		<identifier>oai:zbc.uz.zgora.pl:72174</identifier>
	    <datestamp>2023-07-06T08:42:31Z</datestamp>
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<dc:title xml:lang="pl"><![CDATA[Probabilistic safety evaluation of a concrete arch dam based on finite element modeling and a reliability L-R approach]]></dc:title>
<dc:creator><![CDATA[Pouraminian, Majid]]></dc:creator>
<dc:creator><![CDATA[Pourbakhshian, Somayyeh]]></dc:creator>
<dc:creator><![CDATA[Noroozinejad Farsangi, Ehsan]]></dc:creator>
<dc:creator><![CDATA[Fotoukian, Reza]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[Pacoima arch dam]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[safety evaluation]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[Monte Carlo simulation]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[hydrostatic pressure]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[random variables]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[worst case]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[zapora łukowa Pacoima]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[ocena bezpieczeństwa]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[symulacja Monte Carlo]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[ciśnienie hydrostatyczne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[zmienne losowe]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[The safety assessment of the Pacoima arch dam is investigated in this paper. A Load - Resistance (L-R) method was used to ensure that the dam is safe or if it is at risk of failure. The "probabilistic design system" ANSYS finite element software was used to calculate the probability of failure. The Monte Carlo (MC) method with 50,000 iterations utilized for simulation and the Latin Hypercube method were used for Sampling.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[Input random variables with normal distribution and coefficient of variation of 15% due to uncertainties were considered and the six random variables used are the concrete modulus of elasticity, Poisson`s ratio of concrete, concrete mass, up-stream normal water level of the reservoir, and the allowable tensile and compressive strength of the concrete.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[Linear elastic behavior was assumed for the constitutive law of concrete material and if the stress exceeds the allowable stress of the concrete this is considered as a failure limit state. The maximum and minimum principal stresses were considered as the output parameter. Dam body safety was investigated only under self-weight and upstream hydrostatic pressure at the normal water level [...]]]></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[2019]]></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/72174/ceer2019_4_pouraminian_probabilistic.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/79477/edition/72174/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:72174]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 29, vol. 4]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:79477]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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