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

Table 4

Maximum von Mises equivalent stress table for the whole structure.

Name	Working condition 1	Working condition 2	Working condition 3	Working condition 4	Working condition 5
Maximum stress value (kPa)	21650	42580	1.66 × 10^6	1.70 × 10^6	1.77 × 10^6
Maximum stress response time (s)	1.05	1.05	1.05	1.05	1.05
Location of maximum stress occurrence	The lower side of the connection between the first row of steel barrels and steel braces	The lower side of the connection between the first row of steel barrels and steel braces	Impact point of steel pillar	Impact point of steel pillar	Impact point of steel pillar