Seismic Performance Evaluation and Analysis of Major Arch Dams Considering Material and Joint Nonlinearity Effects

<table>Arch stresses at critical nodes, and the limits of <svg height="10.9125" id="M21" style="vertical-align:-0.17554pt" version="1.1" viewbox="0 0 59.462502 10.9125" width="59.462502" xmlns="http://www.w3.org/2000/svg">
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<text transform="matrix(1,0,0,-1,-71.95,63.5)">
<tspan style="font-size: 12.50px; " x="0" y="0">D</tspan>
<tspan style="font-size: 12.50px; " x="9.0271664" y="0">C</tspan>
<tspan style="font-size: 12.50px; " x="17.366667" y="0">R</tspan>
<tspan style="font-size: 12.50px; " x="29.169498" y="0">=</tspan>
<tspan style="font-size: 12.50px; " x="41.209888" y="0">1</tspan>
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</g>
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</svg> and <svg height="10.9125" id="M22" style="vertical-align:-0.17554pt" version="1.1" viewbox="0 0 59.462502 10.9125" width="59.462502" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,10.9125)">
<g transform="translate(72,-63.27)">
<text transform="matrix(1,0,0,-1,-71.95,63.5)">
<tspan style="font-size: 12.50px; " x="0" y="0">D</tspan>
<tspan style="font-size: 12.50px; " x="9.0271664" y="0">C</tspan>
<tspan style="font-size: 12.50px; " x="17.366667" y="0">R</tspan>
<tspan style="font-size: 12.50px; " x="29.169498" y="0">=</tspan>
<tspan style="font-size: 12.50px; " x="41.209888" y="0">2</tspan>
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</svg>.</table>

International Scholarly Research Notices

fig8

Figure 8

Figure 8: Seismic Performance Evaluation and Analysis of Major Arch Dams Considering Material and Joint Nonlinearity Effects 