实验中考虑了大直径圆筒、波浪和海床三者之间的耦合作用，并实时记录了大直径圆筒结构的动态响应。
The interactions between the cylinder, wave and seabed are considered and the dynamic response of the cylinder is recorded through the experiment data access system.
计算分析了波浪入射角、表面流速、隧道断面形式和支撑形式对悬浮隧道动态响应的影响。
The influences of incident Angle of wave, surface flow velocity, shape of tunnel's section and support structures on the dynamic response of an SFT are analyzed.
提出波浪作用下岸坡和海底动态和静态平衡条件的数学模型。
A mathematical model of equilibrium conditions of coastal slope and sea bottom under wave action is developed.
而对于上述动态对象，运用粒子系统技术以及动力学理论模拟了波浪、爆炸等模型。
As for the moving objects, I combine particle system and kinetics to realize sea wave and blast model with flying colors.
而对于上述动态对象，运用粒子系统技术以及动力学理论模拟了波浪、爆炸等模型。
As for the moving objects, I combine particle system and kinetics to realize sea wave and blast model with flying colors.
应用推荐