Dynamic Response Analysis of Lateral Impact Force of Frame Wharf with Rock-Socketed Piles in Inland River Steel Sheath

Figure 11

X-directional displacement-time history curves of the top joints of structures (unit: m). (a) Working condition 1. (b) Working condition 2. (c) Working condition 3. (d) Working condition 4. (e) Working condition 5.

(a)

(b)

(c)

(d)

(e)