伪力 meaning in Chinese
pseudo force
Examples
- Non - linear shock response calculation of shipboard equipment with displacement restrictor using pseudo - force approach
利用伪力法计算带限位器的船舶设备非线性冲击响应 - Based on the fundamental solution , the " pseudo - traction " method and the superposition technique , the multiple crack interaction modes are arrived , the interaction question is solved
在基本解的基础上，利用叠加原理，结合“伪力法” ，建立了多裂纹相互干涉的计算模型，给出了多裂纹干涉的解法，讨论了裂纹的干涉问题。 - With the aid of the " pseudo - traction " method , the superposition technique and the arrived fundamental solution , a method for getting the stress intensity factor ( sif ) for material such as rock with center inclined crack under compressive loading are given
采用“伪力法”和叠加原理，结合所求的基本解，给出了含中心斜裂纹的岩石类材料在压缩荷载作用下的应力强度因子( sif )的解法。 - Taking the bending stiffness , cable sag and cable inclination into consideration , the space vibration control of the cables using the visco - elastic dampers in cable - stayed bridges is investigated by joining the center difference method and the state space strategy . both the maximum modal damping ration and the optimal damper size are obtained , then the practical suggestions are proposed for the design of the dampers . the space nonlinear vibration equations of the cable - damper system are derived , and a new hybrid method for solving the cable - damper system is presented by combing the newmark method and pseudo - force technology
综合考虑了拉索抗弯刚度、垂度的影响，研究了粘弹性阻尼器对斜拉桥拉索的空间振动控制，联合中心差分方法及状态空间法，得出了拉索面内、外振动各阶模态可能达到的最大阻尼比及相应的最优阻尼器系数，并对斜拉桥拉索的阻尼器设计提出了参考建议：考虑拉索抗弯刚度、垂度及几何非线性，导出了索-阻尼器系统的空间振动非线性方程组，结合newmark方法及伪力( pseudo - force )方法，创新地提出了求解非线性方程组的杂交方法，根据拉索-阻尼器系统的阻尼特性，在各种荷载作用下，对索-阻尼器系统的非线性瞬态振动响应进行了研究，从系统响应的角度更加直接地验证了阻尼器的控制效果。 - By using the arrived fundamental solution , combined with the " pseudo - traction " method and the boundary collocation , the stress intensity factor for crack in a finite plate under compressive loading are solved , the effects of crack direction and boundary condition on the stress intensity factor are analyzed , and the varying curves of the sif along with the width are given
将所得的基本解与“伪力法” 、边界配置法相结合，得到了有限板在压缩荷载作用下应力强度因子的解法，分析了裂纹方向和边界条件对应力强度因子的影响，给出了应力强度因子随板宽的变化曲线。