The Influence of Different Parameter on the Seismic Behavior of SRUHSC Frame

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/3495150/figures/3495150.fig.009a.svgz" name="3495150.fig.009a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Secant stiffness of different axial compression ratios</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/3495150/figures/3495150.fig.009b.svgz" name="3495150.fig.009b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Secant stiffness of different shear span ratios</td></tr></table>

<div>Secant stiffness degradation of the frame.</div>

Advances in Materials Science and Engineering

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Figure 9

Figure 9: The Influence of Different Parameter on the Seismic Behavior of SRUHSC Frame 