风浪荷载共同作用下的海洋桩基动力响应

李宛玲, 张琪, 周香莲

Dynamic Response of Marine Pile Foundation Under Combined Action of Wind and Wave Loads

LI Wanling, ZHANG Qi, ZHOU Xianglian

表2 不同条件下$u_{x,max}$和$u_{x,max} / u_{x0,max}$

Tab.2 $u_{x,max}$ and $u_{x,max} / u_{x0,max}$ under different conditions

条件 数值 ux,max/mm u x , max u x 0 , max/% W/(m·s-1) 10 6.68 73.75 15 9.05 100.00 20 9.78 108.02 C'D 0.1 5.39 59.52 0.3 6.74 74.48 0.5 9.05 100.00 H/m 2 3.99 44.07 3 9.05 100.00 4 10.61 117.16