Research Article

Kinematic and Static Solutions for Beam Column with Nonlinear Springs Using the Extended Linear Matching Method

Table 1

Pile diameter and wall thickness schedule.

Segment no.Pile APile B and C
Penetration below mudline (m)Wall thickness (mm)Penetration below mudline (m)Wall thickness (mm)

50 to 15.244.10 to 16.837.8
415.2 to 27.437.816.8 to 22.931.5
327.4 to 30.531.522.9 to 65.525.2
230.5 to 79.225.265.5 to 67.131.5
179.2 to 80.831.5N/Aā€‰