然后,推导出承受纵横弯曲塔身顶部的非线性变形计算公式。
Formula to compute nonlinear deflection at the top of the column subjected to both axial and transverse bending is then derived.
运用纵横弯曲连续梁理论和达朗伯原理,建立了偏轴钟摆钻具组合动力学分析模型。
A mechanical model for the offset-axes pendulum drill assembly (OAPDA) was established according to the continuous beam theory and the d.
根据纵横弯曲梁理论公式,用计算机求解性能参数进行扶正器组合设计,是简便可靠的新方法。
According to the theory equation of bend beam, using the computer to solve the performance parameters in the design of centralizer assembly is a new, simple and reliable method.
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