1.
Analysis on Vortex-induced Vibration of Riser with Wave and Current Coupling Effect;

波流耦合作用下的立管涡激振动分析
2.
Numerical simulation of wave-tide induced longshore current in Rongxi

荣喜近岸区波流耦合作用下的流场模拟
3.
Numerical Simulation for Fluid-Mechanical Interaction and Analysis for Dynamic of Sandy Seabed with Wave;
波浪作用下沙质海床流固耦合数值模拟及动力分析
4.
choke flange coupling

波导管扼流凸缘耦合
5.
Fluid-solid Coupling Analysis for Dam-reservoir Interaction

坝体—库水相互作用的流固耦合分析
6.
Research on the Interaction of Coupling Seepage and Stress and Deformation of Landslide under the Condition of Water Level Fluctuation;
库水作用下滑坡流固耦合作用及变形研究
7.
Numerical Simulation of Nonlinear Beam-wave Interaction Equations in S-band Coupled-cavity TWT
S波段耦合腔行波管非线性注-波互作用方程组的数值解
8.
Dynamical Analysis on the Coupling of Upper anb Lower Tropospheric Jet Streaks

对流层高、低空急流耦合作用的动力学分析
9.
TWO-WAY COUPLING INTERACTION BETWEEN PARTICLES AND FLUID IN A GAS-SOLID THREE-DIMENSIONAL JET
三维射流中颗粒与流体的双向耦合作用
10.
NUMERICAL SIMULATION OF SLOPE COLLAPSING AND SLIDING DUE TO SINGLE OR COMBINED ACTIONS OF SEISMIC P-AND S-WAVES WITH TIME DIFFERENCE
地震纵横波时差耦合作用的斜坡崩滑效应研究
11.
Numerical Simulations of Three Dimensional Current Coupled with Wave in Coastal Regions and Its Application to the Movement of Suspension;
近岸区波流耦合下三维水流模型及在悬浮物质运动中的应用
12.
Study on the Interaction of the Coupling of Seepage and Stress to Slope Stability;

渗流与应力耦合作用对边坡稳定性影响的研究
13.
Deformation of Foundation Pit Considering Coupled Effects of Seepage and Stress;

考虑渗流—应力耦合作用的基坑变形研究
14.
The Interaction between Primary and Secondary Structure and Initially Research on Fluid-Solid Effort;
主次结构间的相互作用及流固耦合效应初探
15.
Model Experiment on the Interaction between Submerged Floating Tunnel and Current;

水中悬浮隧道与洋流耦合作用的模型试验
16.
A Study on Leachate Transport of MSW Landfill under Coupled Temperature-Seepage Action;

生活垃圾渗滤液运移的温度—渗流耦合作用研究
17.
Numerical Modeling on Fluid-Solid Coupling for the Waterproof Coal Pillar Design

流-固耦合作用下防隔水煤柱留设的数值模拟
18.
The Deformation Rule of Frozen Soil Subgrade Caused by Thermo-hydro-mechanical Coupling Model
热流固耦合作用下冻土路基变形规律研究