Rocking Response Analysis of Self-Centering Walls under Ground Excitations

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mpe/volume-2018/4371585/figures/4371585.fig.002a.svgz" name="4371585.fig.002a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Original position</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2018/4371585/figures/4371585.fig.002b.svgz" name="4371585.fig.002b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Rotating about <svg height="11.6425pt" id="M38" style="vertical-align:-0.2063999pt" version="1.1" viewbox="-0.0498162 -11.4361 13.3164 11.6425" width="13.3164pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M699 369C699 549 575 666 407 666C186 666 23 488 23 278C23 101 145 -16 312 -16C535 -16 699 153 699 369ZM600 373C600 210 500 19 321 19C186 19 120 129 120 272C120 450 232 631 399 631C541 631 600 522 600 373Z" id="g113-80"></path></g><g transform="matrix(.0091,0,0,-0.0091,9.387,-5.741)"><path d="M310 541L304 571C290 586 211 619 185 610L80 76L131 52L310 541Z" id="g50-31"></path></g></svg></td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/mpe/volume-2018/4371585/figures/4371585.fig.002c.svgz" name="4371585.fig.002c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Rotating about <svg height="8.8423pt" id="M39" style="vertical-align:-0.2064009pt" version="1.1" viewbox="-0.0498162 -8.6359 9.52082 8.8423" width="9.52082pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M699 369C699 549 575 666 407 666C186 666 23 488 23 278C23 101 145 -16 312 -16C535 -16 699 153 699 369ZM600 373C600 210 500 19 321 19C186 19 120 129 120 272C120 450 232 631 399 631C541 631 600 522 600 373Z" id="g113-80"></path></g></svg></td></tr></table>

<div>Mechanical analysis of the SC wall including the PT tendon.</div>

Mathematical Problems in Engineering

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Figure 2

Figure 2: Rocking Response Analysis of Self-Centering Walls under Ground Excitations 