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The effective stiffness is calculated from the secant of the cyclic envelope at 0.7V max, where V max is the maximal lateral load obtained from the test.
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Under the same ocean environmental loads, the maximal lateral deflection for the pipe-in-pipe structure is less than that only considering the drilling riser.
Significant lateral load transfer was present.
At last, we presented the maximal lateral displacement of each mark at that speed.
According to Fig. 2, lateral load rotates core wall system.
The lateral load profile is asserted rather than expected.
With the application of lateral load, column deflects in lateral direction and beam deflects in bending.
The lateral load value is 0.002 × (sum of the gravity loads "Dead and live").
Figure 2b shows maximal deviation of the 1D model from the original 3D model (maximal lateral heterogeneities which are not included in the 1D model).
For the same magnitude of lateral load of 450 kN, group interaction obtained showed an increase in lateral pile displacement.
The reaction forces developed at the nodes were used to calculate the lateral load corresponding to the applied lateral displacements.
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