Research on Dynamic Response of Concrete-Filled Steel Tube Columns Confined with FRP under Blast Loading

<div>Contours of <i>X</i>-displacement at different time periods (left view): (a) <i>t</i> = 0.4 ms, (b) <i>t</i> = 0.9 ms, and (c) <i>t</i> = 2 ms.</div>

Shock and Vibration

fig14

Figure 14

Figure 14: Research on Dynamic Response of Concrete-Filled Steel Tube Columns Confined with FRP under Blast Loading 