The Hysteresis Performance and Restoring Force Model for Corroded Reinforced Concrete Frame Columns

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/je/volume-2016/7615385/figures/7615385.fig.001a.svgz" name="7615385.fig.001a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Beam</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/je/volume-2016/7615385/figures/7615385.fig.001b.svgz" name="7615385.fig.001b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Column</td></tr></table>

<div>Cracks, desquamation of concrete cover, and corrosion of rebar in the frame beam and column.</div>

Journal of Engineering

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Figure 1

Figure 1: The Hysteresis Performance and Restoring Force Model for Corroded Reinforced Concrete Frame Columns 