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

<div>Vulnerability curves of various performance levels under two kinds of earthquakes. (a) LS<sub>1</sub>. (b) LS<sub>2</sub>. (c) LS<sub>3</sub>. (d) LS<sub>4</sub>.</div>

Advances in Civil Engineering

fig15

Figure 15

Figure 15: Damage Assessment of an SRC Frame-Core Tube Structure under the Action of a Main Aftershock Sequence 