More over, on the same margin status of process, the change of output current of this circuit is less than 3% when temperature changed from -40～8

Two local artificial boundary conditions—viscous artificial boundary condition and viscous-spring artificial boundary condition,are widely used for soil-structure dynamic interaction analysis in time domain finite element method for their good feasibilityf,ine precision and high numerical stability features.

The artificial boundary conditions, the coupling of finite and natural boundary elements, the domain decomposition methods and other related computational methods are discussed and compared.

In this paper, the state-of-the-art review of two-phase media dynamic problems is updated, including kinetic differential equations, wave properties, analytical and numerical methods, and artificial boundary conditions involved in numerical methods.

Numerical examples are presented and effectiveness of these artificial boundary conditions is demonstrated.

Major results of recent researches on the numerical simulation of wave motion generated by a wave source (or a scatterer) in its neighborhood are reviewed with emphasis on the progress in studies on the artificial boundary condition——the key problem in the numerical simulation.

Defining the turbulent mixing coefficient and the corresponding flux-boundary conditions for the dust diffusion equation;

Boundary conditions of finite difference time domain simulation in room acoustics;

Sensitivity analysis on boundary conditions in numerical simulation of seepage flow through dam foundation;

Influence of different boundary conditions and strain amplitudes on the structural internal friction of anisotropic laminated damped structures;

Investigation of the inlet and outlet boundary conditions in numerical simulations of twin-screw extruders;

Handling the Boundary Conditions during Cooling in 3D Tanperauire Field Simulation in Low Pressure Die-casting;

It is concluded that changing some of the border conditions can exer.