A Study on the Seismic Response Characteristics of an Oblique Pile Group-Soil-Structure with Different Pile Caps

Figure 12

Soil acceleration time-history curve. (a) Depth 28 m. (b) Depth 20 m. (c) Depth 10 m. (d) Depth 1 m.

(a)

(b)

(c)

(d)