Mitigation of Ground Vibration due to Collapse of a Large-Scale Cooling Tower with Novel Application of Materials as Cushions

<div>Development histories of total energy of the “cooling tower-cushion-soil” system, energy absorbed by cushions, and remaining energy of the system under earthquake wave RG1.60.</div>

Shock and Vibration

fig18

Figure 18

Figure 18: Mitigation of Ground Vibration due to Collapse of a Large-Scale Cooling Tower with Novel Application of Materials as Cushions 