A Simplified Procedure for Base Sliding Evaluation of Concrete Gravity Dams under Seismic Action

<table>Italian Code, new dam: elastic response spectra for <svg height="13.7375" id="M215" style="vertical-align:-2.29482pt" version="1.1" viewbox="0 0 34.875 13.7375" width="34.875" xmlns="http://www.w3.org/2000/svg">
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<tspan style="font-size: 12.50px; " x="0" y="0">𝜉</tspan>
<tspan style="font-size: 12.50px; " x="9.5022802" y="0">=</tspan>
<tspan style="font-size: 12.50px; " x="21.542669" y="0">5</tspan>
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</svg>% given by the Italian Code for the different limit states (SLO, SLD, SLV, SLC).</table>

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Figure 11

Figure 11: A Simplified Procedure for Base Sliding Evaluation of Concrete Gravity Dams under Seismic Action 