Seismic Responses and Damage Mechanisms of Deep-Buried Underground Powerhouse in Layered Rock Mass

<div>The vertical and horizontal displacement time history at point <i>A</i> under obliquely incident <i>P</i> waves. (a) 15° incident angle. (b) 30° incident angle.</div>

Shock and Vibration

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Figure 5

Figure 5: Seismic Responses and Damage Mechanisms of Deep-Buried Underground Powerhouse in Layered Rock Mass 