1.
The Research on the Natural Element Method in Solid Mechanics;
自然单元法在固体力学中应用的研究
2.
Treatment for Crack and Material Discontinuity with Natural Element Method
自然单元法计算裂纹与材料边界问题
3.
C~1 natural element method for strain gradient elasticity
应变梯度弹性理论C~1自然单元法
4.
COMPUTING STRESS INTENSITY FACTOR USING PARTITION OF UNITY ENRICHED NATURAL ELEMENT METHOD
单位分解增强自然单元法计算应力强度因子
5.
Program Realization and Application of Nonlinear Natural Element Method;
非线性自然单元法的程序实现及其应用研究
6.
Study on the Application of Natural Element Method in Linear-Elastic Fracture Mechanics
自然单元法在线弹性断裂力学中的应用研究
7.
Application of Natural Element Method on the Numerical Analysis of Hydraulic Structures
自然单元法在水工结构数值分析中的应用
8.
Natural element method based on the mean value theorem and point integration and its procedures
基于平均值定理和点积分方案的自然单元法及其程序实现
9.
Natural Ventilation by Unit Division in Large-scale Building
大体量建筑的单元分区自然通风策略
10.
Interactions among different levels lead to emergent properties.
自然属性源自不同尺度单元间的相互影响。
11.
A conservation priority evaluation system of the secondary natural units within a nature reserve based on community species diversity;
自然保护区次级自然单元群落物种多样性优先保护评价体系构建
12.
Natural Boundary Element Method for Exterior Helmholtz Problem with Prolate Spheroid Boundary;
椭球边界Helmholtz外问题的自然边界元法
13.
Natural boundary element method for a kind of anisotropic parabolic problem in an exterior domain
各向异性抛物外问题的自然边界元法
14.
The Coupling of Natural Boundary Element and Mini Element for the Stokes Problem on Unbounded Domains
无界区域上Stokes问题的自然边界元与Mini元耦合法
15.
No list was found. Select a single cell within your list, and then use the AutoFilter command again.
未发现列表。请在列表中选择单一单元格，然后再用“自动筛选”命令。
16.
Dimensionless Quantity Method,Natural Unit Method, Characteristic Quantity;
无量纲化 自然单位法 特征量
17.
Click the cell in your document that contains the value for which you want to find the natural logarithm. You can also type the cell reference into the box below.
单击文档中含有要计算其自然对数的值的单元格。您也可以将单元格引用键入下框中。
18.
The plastic elemental stiffness matrix was derived by plastic-hinge method.
然后用塑性铰法推导了单元的塑性刚度矩阵。