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

Table 3

Maximum lateral displacement and response time of key points of structures.

Name		Working condition 1	Working condition 2	Working condition 3	Working condition 4	Working condition 5
Maximum out-of-river displacement of top joints of structures	Size (×10^−3 m)	0.910	1.577	0.713	0.591	0.440
	Response time (s)	1.05s	1.05s	1.05s	1.05s	1.05s
Maximum river-oriented displacement of top joints of structures	Size (×10^−3 m)	0.0528	0.0811	0.0446	0.0395	0.0331
	Response time (s)	2.3s	2.3s	2.3s	2.3s	2.3s
Maximum offshore displacement of impacted joints	Size (×10^−3 m)	0.897	1.555	2.700	2.794	2.991
	Response time (s)	1.05s	1.05s	1.05s	1.05s	1.05s
Maximum riverward displacement of impacted joints	Size (×10^−3 m)	0.0442	0.0751	0.113	0.115	0.118
	Response time (s)	2.3s	2.3s	2.3s	2.3s	2.3s