Study on Seismic Performance of Porcelain Pillar Electrical Equipment Based on Nonlinear Dynamic Theory

<div>Comparative diagram of maximum stresses at the bottom end of porcelain pillars. (a) 0.15 g. (b) 0.3 g.</div>

Advances in Civil Engineering

Figure 12: Study on Seismic Performance of Porcelain Pillar Electrical Equipment Based on Nonlinear Dynamic Theory 