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>Local modal shapes of the masonry building [<a href="/journals/sv/2019/7075024/#B13">13</a>]. (a)Mode 6 (f6 = 26.10 Hz). (b) Mode 7 (f6 = 26.55 Hz). (c) Mode 8 (f6 = 28.71 Hz). (d) Mode 13 (f6 = 31.30 Hz). (e) Mode 14 (f6 = 31.54 Hz). (f) Mode 19 (f6 = 35.47 Hz).</div>

Shock and Vibration

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Figure 15

Figure 15: 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 15 | Stress Response and Damage Characteristics of Local Members of a Structure due to Tunnel Blasting Vibrations Based on the High-Order Local Modal Analysis 