Seismic Performance of RC Beam-Column Connections with Continuous Rectangular Spiral Transverse Reinforcements for Low Ductility Classes

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="802605.fig.002a" src="https://static.hindawi.com/articles/tswj/volume-2014/802605/figures/802605.fig.002a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>DCL-CONVEN</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="802605.fig.002b" src="https://static.hindawi.com/articles/tswj/volume-2014/802605/figures/802605.fig.002b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>DCL-SINGLE</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="802605.fig.002c" src="https://static.hindawi.com/articles/tswj/volume-2014/802605/figures/802605.fig.002c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>DCL-DOUBLE</td></tr></table></td></tr></table>

<table>Geometry and steel reinforcement of the tested specimens, (a) DCL-CONVEN, (b) DCL-SINGLE, and (c) DCL-DOUBLE.</table>

The Scientific World Journal

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Figure 2: Seismic Performance of RC Beam-Column Connections with Continuous Rectangular Spiral Transverse Reinforcements for Low Ductility Classes 