https://www.scipedia.com/wd/index.php?action=history&feed=atom&title=Gracia_et_al_2017aGracia et al 2017a - Revision history2026-04-07T11:42:23ZRevision history for this page on the wikiMediaWiki 1.27.0-wmf.10https://www.scipedia.com/wd/index.php?title=Gracia_et_al_2017a&diff=87477&oldid=prevFsalazar: Fsalazar moved page Draft Salazar 836250188 to Gracia et al 2017a2018-05-31T07:30:06Z<p>Fsalazar moved page <a href="/public/Draft_Salazar_836250188" class="mw-redirect" title="Draft Salazar 836250188">Draft Salazar 836250188</a> to <a href="/public/Gracia_et_al_2017a" title="Gracia et al 2017a">Gracia et al 2017a</a></p>
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</td></tr></table>Fsalazarhttps://www.scipedia.com/wd/index.php?title=Gracia_et_al_2017a&diff=87476&oldid=prevFsalazar: Created page with " == Abstract == The static and seismic analysis of Janneh arch-gravity dam (157 m) is carried out by considering a combination of self-weight, hydrostatic, uplift and seismic..."2018-05-31T07:28:03Z<p>Created page with " == Abstract == The static and seismic analysis of Janneh arch-gravity dam (157 m) is carried out by considering a combination of self-weight, hydrostatic, uplift and seismic..."</p>
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== Abstract ==<br />
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The static and seismic analysis of Janneh arch-gravity dam (157 m) is carried out by considering a combination of self-weight, hydrostatic, uplift and seismic loads. Linear and nonlinear analyses are performed for both static and seismic cases. Nonlinear behavior is studied by means of joint elements in the contact between the rock foundation and the dam following a bilinear cohesive law. The hydrodynamic effects derived to seismic loads are also considered. Hydrodynamic Westergaard’s approach is applied in the pseudo-static analysis, and the Westergaard’s generalized added mass is used for time-history case.<br />
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== Full document ==<br />
<pdf>Media:Draft_Salazar_836250188-document.pdf</pdf></div>Fsalazar