1.
Globe Elastic-Plastic Stability Analysis of One-Story Plane-Steel Frames;
单层平面钢框架的整体弹塑性稳定分析
2.
Large Deformation Elastic-Plastic Analysis of Soil Stability by Finite Flement Method;
土体稳定性弹塑性大变形有限元分析
3.
Fem Analysis of Elasto-Plastic Large Deformation on Slope Stability;
边坡稳定性弹塑性大变形有限元分析
4.
Analysis of Elastic-Plastic Stability for Middle Steel Tower of Triple-Tower Suspension Bridge
三塔悬索桥钢中塔弹塑性稳定性分析
5.
Research on Elastic and Elastic-plastic Stability of the Oil Derrik;
石油钻机井架弹性及弹塑性的稳定性分析研究
6.
Elasto-plastic stability of semi-rigidity joint single-layer reticulated domes
半刚性节点单层球面网壳的弹塑性稳定性分析
7.
Analysis of elastic-plastic finite element for two dimension slope slip surface and stability
二维边坡滑动面及稳定性弹塑性有限元分析
8.
The Elastic-Plastic Finite Element Model of the Slope Stability Analysis and Application;
边坡稳定性分析的弹塑性有限元模型及应用
9.
Analysis of ElasticPlastic Finite Element for the Whole Foundation Stability of Sluice;
水闸地基整体稳定性弹塑性有限元分析
10.
Borehole Stablity Analysis of Horizontal Well with Elasto-Plastic Seepage
水平井井壁稳定性弹塑性渗流有限元分析
11.
Elastic-plastic Stability Analysis for the Middle Tower of Taizhou Bridge
泰州长江公路大桥中塔弹塑性稳定性分析研究
12.
Elastoplastic finite element iteration method for stability analysis of three-dimensional slope
三维边坡稳定分析的有限元弹塑性迭代解法
13.
ELASTO-PLASTIC BASED NUMERICAL MANIFOLD METHOD FOR STABILITY AND DEFORMATION ANALYSIS OF ROCK SLOPES
弹塑性数值流形方法在边坡稳定分析中的应用
14.
Linear Elastic Theory and Ultimate Load Carrying Capacity Analysis of Thin-walled Curved Beams;
薄壁曲梁线弹性理论和弹塑性稳定极限承载力分析
15.
GREY RELATION ANALYSIS OF PARAMETER SENSITIVITY OF CAVERN STABILITY BASED ON 3D ELASTOPLASTIC FINITE ELEMENTS
基于三维弹塑性有限元的洞室稳定性参数敏感性灰关联分析
16.
Analysis of Elastic-Plastic Buckling of Component under the Axial Compressive Load and Bending Moment
基于ANSYS压弯构件弹塑性失稳分析
17.
Elasto-plastic FEM for embankment stability analysis under the condition of seepage based on the technique of shear strength reduction
渗流作用下边坡稳定性分析的强度折减弹塑性有限元法
18.
Plastic Stability Analysis and Bracing Research of Multi-story Frame-Bracing Structures;
多高层框架—支撑结构的弹塑性稳定性分析及其支撑研究