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>Time history of velocity and Fourier amplitude of Z and X blast vibrations. (a) Z direction blast vibration. (b) X direction blast vibration. (c) Z direction blast vibration Fourier amplitude. (d) X direction blast vibration Fourier amplitude.</div>

Shock and Vibration

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Figure 3

Figure 3: 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 3 | Stress Response and Damage Characteristics of Local Members of a Structure due to Tunnel Blasting Vibrations Based on the High-Order Local Modal Analysis 