Damage Assessment of an SRC Frame-Core Tube Structure under the Action of a Main Aftershock Sequence

<div>PDF of structural requirements (<i>S</i><sub>a</sub>(<i>T</i><sub>1</sub>, 5%) = 0.5 g).</div>

Advances in Civil Engineering

Figure 14: Damage Assessment of an SRC Frame-Core Tube Structure under the Action of a Main Aftershock Sequence 