| 1. | The numerical procedure has been derived in dimensionless form . 数值程序是按无因次形式推导的。 |
| 2. | It is widespread to use numerical procedures for option pricing 摘要数值方法在期权定价中的应用已经十分的广泛。 |
| 3. | Numerical procedures of upper - bound approximation of shakedown loads and its application in engineering 安定荷载上限近似解的数值分析方法及其应用 |
| 4. | A numerical procedure is used to calculate the water activity for nonlinear isotherm equations 利用等温水份线的直线公式和史密斯公式,虽然可以直接求得预测值,但误差偏大。 |
| 5. | One numerical method to determine the orders of the multiple stress singularities is proposed from the numerical solutions obtained by common numerical procedures 用数值方法求解特征方程,就可以得到满足条件0 re ( ) 1的所有奇异性次数。 |
| 6. | Starting at the si substrate , these points are , on a point - to - point basis , converted into combinations of complex refractive index and depth in a numerical procedure 从硅衬底开始,这些点基于点对点,采用数字过程转换成复数折射率和深度的组合。 |
| 7. | These equations were incorporated into a numerical procedure to discretize and solve the boundary value problem for hydraulic head and fluxes within fractured network 编制了离散裂隙网络模型单相稳态渗流程序fracflow 。其次,发展了用离散网络方法确定裂隙岩体等效水力性质的方法。 |
| 8. | Based on the singular stress field with multiple singularities , numerical methods to determine the orders of the multiple stress singularities are proposed from the numerical solutions obtained by common numerical procedures 其次,基于横观各向同性压电材料空间轴对称变形问题的通解,利用特征展开法,给出了奇异点附近的位移场和奇异应力场。 |
| 9. | Since the arc - length method can be used to calculate the critical load in engineering stability analysis , the method is discussed and applied in this thesis . four numerical examples are presented to show the good performance of the proposed numerical procedure 由于弧长法可以计算出临界状态的荷载值,因此本文在计算中讨论了弧长控制法的基本原理及具体实施,并应用于工程稳定性分析。 |