Numerical Study on the Seismic Response of Structure with Consideration of the Behavior of Base Mat Uplift

<div>Schematic diagram of uplifted nodes under the concentrated mass located on the fourth floor (65 nodes uplifted and the maximum uplift area ratio is 33.3%).</div>

Shock and Vibration

fig35

Figure 35

Figure 35: Numerical Study on the Seismic Response of Structure with Consideration of the Behavior of Base Mat Uplift 