1.
Sensibility Analysis on Influence of Deformation Modulus Variation for Ertan Arch Dam Foundation on Dam Stress
二滩拱坝基础变形模量变化对坝体应力影响的敏感性分析
2.
On the Transformation of the Teaching Pattern of Primary Education in the New Circumstances;
论新形势下基础教育教学模式的转变
3.
Variational Bases for Large Deformed-Elements of Plate and Shell hy Quasi-Conforming Model
拟协调模式大变形板壳单元的变分基础
4.
Estimation of the Deformation-Modulus in Sandy Soils by the Shear-Modulus of pressuremeter Test
用旁压剪切模量推算砂性土地基的变形模量
5.
The test discussion on deformation modulus of foundation soil in Shanghai
上海地区地基土变形模量的试验探讨
6.
Cyclic accumulative deformation of bucket foundation on soft clay strata
软土地基桶形基础循环累积变形研究
7.
Research and Simulation for Elastic Deformation of Linkages
基于CAD变量几何法的机构弹性变形分析与模拟
8.
On the basis of analysis of the existing die failure induced by deformation, with the aid of FEM analysis, a typical deformation of die surface was studied.
以实际变形失效的模具为基础,借助有限元分析,研究了典型模具型腔壁面上的变形情况。
9.
This work will push the development of this new RBC deformability measurement method.
为硅微通道红细胞变形性测量方法的推广奠定了基础。
10.
3D Elasto-plastic Numerical Simulation of Behavior of Group Piles
群桩基础竖向承载变形三维弹塑性数值模拟分析
11.
The Research of Moistening Modulus and Deformation of Loess Subsoil;
黄土增湿模量与黄土地基增湿变形研究
12.
Segmentation and Parameter Measure on Pathological Regions of CT Image Based on Deformable Contour Model;
基于可变形模型的CT图像病灶分割及参数测量
13.
Stock Price-volume Relation Model Based on Material Distortion Theory;
基于材料形变理论的股票量价关系模型
14.
Research on the Experimental Comparison of Deformation Modulus E_(v2) and Ground Coefficient K_(30)
变形模量E_(v2)与地基系数K_(30)试验对比研究
15.
DETERMINATION AND APPLICATION OF MODULUS OF DEFORMATION OF ROCK MASSES BASED ON GSI SYSTEM
基于GSI系统的岩体变形模量取值及应用
16.
Deformation Analysis on Composite Subgrade of End Bearing Pile under Flexible Foundation
柔性基础下端承桩复合地基变形分析
17.
Principal Theories, Measurement and Relevant Variables of Organizational Identification;
组织认同的基础理论、测量及相关变量
18.
On the basis of analyzing hyperbola and exponent models in common use, the power function model of shear deformation is presented for rock joints.
在分析了岩体节理剪切变形常用双曲线模型和指数模型的基础上，提出了一种幂函数模型。