Research Article
Effect of Cyclic Loading on the Lateral Behavior of Offshore Monopiles Using the Strain Wedge Model
Figure 11
Pile deflection curves for 3 cyclic lateral loads: (a) 25%, (b) 50%, and (c) 75% of the static capacity ().
(a) 25% of |
(b) 50% of |
(c) 75% of |