Stress Response and Damage Characteristics of Local Members of a Structure due to Tunnel Blasting Vibrations Based on the High-Order Local Modal Analysis

<div>PTS contour of the structure (<i>t</i> = 0.101 s) [<a href="/journals/sv/2019/7075024/#B13">13</a>] (unit: Pa).</div>

Shock and Vibration

fig23

Figure 23

Figure 23: Stress Response and Damage Characteristics of Local Members of a Structure due to Tunnel Blasting Vibrations Based on the High-Order Local Modal Analysis 

Figure 23 | Stress Response and Damage Characteristics of Local Members of a Structure due to Tunnel Blasting Vibrations Based on the High-Order Local Modal Analysis 