Experimental Study of Hysteretic Steel Damper for Energy Dissipation Capacity

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/ace/volume-2015/631726/figures/631726.fig.002a.svgz" name="631726.fig.002a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Single story frame with a steel damper</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/ace/volume-2015/631726/figures/631726.fig.002b.svgz" name="631726.fig.002b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Connection of damper to the beam and bracing</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/ace/volume-2015/631726/figures/631726.fig.002c.svgz" name="631726.fig.002c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Behavior of damper during earthquake</td></tr></table>

<div>Typical installation of steel damper in chevron configuration.</div>

Advances in Civil Engineering

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Figure 2

Figure 2: Experimental Study of Hysteretic Steel Damper for Energy Dissipation Capacity 