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<dc:title xml:lang="pl"><![CDATA[Viscoelastic Material as Energy Dissipater Viscoelastic Damper for Building Structures to Mitigate the Seismic Vibration]]></dc:title>
<dc:creator><![CDATA[Sarwar, Waseem]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[viscoelastic material]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[viscoelastic damper]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[dynamic mechanical analysis]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[dynamic properties]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[seismic control]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[materiał lepkosprężysty]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[tłumik lepkosprężysty]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[dynamiczna analiza mechaniczna]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[właściwości dynamiczne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[kontrola sejsmiczna]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[The supplemental energy dissipation system is a practical approach to attenuate the structural response under extreme loading. Viscoelastic damping used to reinforce the structure against the seismic vibration, Viscoelastic material (VEM) most commonly used in viscoelastic dampers (VEDs). In this paper, dynamic mechanical analysis (DMA) approach is used to investigate the performance index of VEM.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[It is demonstrated that the performance index, such as storage modulus, loss modulus, and loss factor decrease noticeably as the temperature increases, which reflects the low stiffness at high temperature. Excitation frequency also influenced the performance index, and the reaction has correspondence to temperature. As the temperature increases, the VEM dynamic properties decreases, which represents the rubbery region, and it is found that higher to low-temperature dynamic properties increases, which the glassy region is. DMA is a particularly flexible approach, and it characterizes the properties of VEM simultaneously at various conditions.]]></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/68114/ceer2019_2_sarwar_viscoelastic.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/74935/edition/68114/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:68114]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 29, vol. 2]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:74935]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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