Effect of Different Types of Middle Columns on the Seismic Performance of Single-Story Subway Station Structure

Figure 14

Peak Mises stress of steel ring-clad joints under the Kobe wave. (a) Lateral view (PBA = 0.3 g), (b) upward view (PBA = 0.3 g), (c) lateral view (PBA = 0.5 g), and (d) upward view (PBA = 0.5 g).

(a)

(b)

(c)

(d)