Nanjing 211816
China
Nanjing Tech University
Monopile, Offshore Wind Turbine, Clay, cyclic softening, irregular cyclic loading
Pile-supported wharf, Pile-soil interaction, Soil liquefaction, Vertical earthquake, Thin-layer element, Approach bridge
monopile, Offshore Wind Turbine, Transient liquefaction, Dynamic response, Vertical ground motion