Evaluating the Relationship between Reservoir Level Changes and Earthquake Damage Responses of High Arch Dams: A 3D Numerical Study of Ermenek Arch Dam (220 m) in Turkey

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Material</td><td class="align_center"><i>E</i> (GPa)</td><td class="align_center">Poisson’s ratio</td><td class="align_center">Density (kg/m<sup>3</sup>)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Concrete</td><td class="align_center">32</td><td class="align_center">0.24</td><td class="align_center">2615</td></tr><tr><td class="align_left">Rock</td><td class="align_center">22</td><td class="align_center">0.19</td><td class="align_center">2764</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Material properties of Ermenek arch dam [<a href="/journals/ace/2023/8944853/#B33" target="_blank">33</a>].</div>

Advances in Civil Engineering

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Table 1: Evaluating the Relationship between Reservoir Level Changes and Earthquake Damage Responses of High Arch Dams: A 3D Numerical Study of Ermenek Arch Dam (220 m) in Turkey 

Table 1 | Evaluating the Relationship between Reservoir Level Changes and Earthquake Damage Responses of High Arch Dams: A 3D Numerical Study of Ermenek Arch Dam (220 m) in Turkey 