The computed rock compressive strength with the established regression model can support exact compressive strength for the establishing of sand prediction model for oil well.
利用该回归模型进行抗压强度的计算，可以为建立油井出砂的理论预测模式提供较为准确的岩石抗压强度数据。
The strength is calculated by the transfer matrix method and stability is computed by spline energy method.
强度分析采用迁移矩阵法，稳定性分析采用样条能量法。
The structural strength and flexural rigidity of the fuselage main frame are computed and verified by CAE system software and the results are analyzed.
应用CAE系统软件计算承力密封框的刚度和强度，并分析了计算结果。
The min. weight target function is computed under the boundary conditions of strength, distortion and limit of dimensions.
在强度、变形和尺寸限制的约束下寻求最小的重量目标函数。
Under the loads every calbe unit strength of axle and node displacement's variation tendencies are computed.
计算了外荷载作用下各索单元轴力及节点位移的变化趋势。
Through one example, factor of slope stability computed by limit equilibrium methods and limit analysis methods is more conservative than that computed by FEM based on the shear strength reduction.
通过算例对极限平衡法，极限分析法和强度折减法进行比较，说明前两种方法计算结果过大。
An example slope is analysised by using the strength reduction FEM. The computed results are compared with the solution of the traditional limit equilibrium method.
采用强度折减法对某边坡进行稳定性分析，并与传统极限平衡法求得的安全系数进行对比。
The pressure of slotted pipes in a sandy well was analyzed. The bottom hole pressure was computed. A model for computing the bending strength and stiffness of a slotted pipe was proposed.
对割缝衬管在防砂井中受外挤力作用进行了分析，计算了井底压力（包括流体流经砾石层和割缝衬管的压降） ，建立了衬管割缝参数与割缝条幅弯曲强度及刚度之间的关系式。
A computational model of dual functional slitted wall is suggested. With the proposed model, the maximum load-carrying capacity and the ductile strength of dual functional slitted wall are computed.
论文还建立了双功能墙的力学计算模型，并采用该模型研究了双功能墙的最大承载力和延性承载力。
A computational model of dual functional slitted wall is suggested. With the proposed model, the maximum load-carrying capacity and the ductile strength of dual functional slitted wall are computed.
论文还建立了双功能墙的力学计算模型，并采用该模型研究了双功能墙的最大承载力和延性承载力。
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