stable finite element method

基本解釋

Using the impedance analysis method, simplifying the model, the thesis established a two-dimensional finite element model with axial symmetry seems stable exchange electromagnetic field.
利用阻抗分析方法，經(jīng)模型簡(jiǎn)化，建立了二維軸對(duì)稱似穩(wěn)交流電磁場(chǎng)參數(shù)化有限元模型，在此基礎(chǔ)上進(jìn)行了大量的仿真計(jì)算，得到了如下主要結(jié)論。
The problem of achieving stable reliability analysis of piezoelectric trusses with random parameters was studied on the basis of the finite element analysis method and stable secular equation.
在有限元分析方法基礎(chǔ)上，基于穩(wěn)定特征方程對(duì)隨機(jī)參數(shù)壓電桁架結(jié)構(gòu)進(jìn)行穩(wěn)定可靠性分析。
The stability coefficients of landside were 1.14 and 1.10 in nature and earthquake conditions by finite-element method, and these results proved that the landside was stable in these two conditions.
采用有限元法計(jì)算該滑坡在天然與地震兩種條件下的穩(wěn)定性系數(shù)分別為1 14和1 1，可以認(rèn)為滑坡在兩種條件下的穩(wěn)定性較好。