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

<div>Distribution of compaction heights of cushions in (a) computational Case 2 and (b) computational Case 3 for cooling tower under earthquake wave RG1.60.</div>

Shock and Vibration

fig17

Figure 17

Figure 17: Mitigation of Ground Vibration due to Collapse of a Large-Scale Cooling Tower with Novel Application of Materials as Cushions 