• The elastic model based on the stiffness equation is presented, and the stiffness model of the whole structure is constructed via the stiffness assembly and coordination equation.

    提出了大行程柔性铰链基于刚度方程的弹性模型,采用刚度组集的方法并通过建立协调方程,构建得到整体系统的刚度模型。

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  • The deformation coordination equation of worm gear for rolling cone worm gearing is introduced, and the formulae of forces analysis and the rolling - and - sliding friction coefficient are given.

    本文建立了滚锥包络环面蜗杆传动蜗轮的变形协调条件,给出了该种传动受力分析的计算公式以及蜗轮与蜗杆之间滚滑摩擦系数计算公式;

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  • Assuming no slippage occurred on the interface between pile and soil, an equivalent equation of displacement coordination is obtained to constitute a new method calculating settlement of single pile.

    在假定桩土接触面不产生滑移的条件下,确定在桩基础沉降过程中与能量守恒定律等效的位移协调方程,并在此基础上建立了一种新的单桩沉降计算方法。

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  • The shape optimal rolling schedule and new method of shape and gauge coordination control which inferred from the new built analytic shape equation have been achieved.

    应用最近建立的解析板形方程推出板形最佳轧制规程和板形板厚协调控制新方法。

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  • Based on deformed coordination of soil-foundation, considering torsion of foundation, stiffness equation is given.

    从基础与地基变形协调条件出发,考虑地基梁的扭转影响,导出了地基梁的扭转刚度方程。

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  • And the corresponding thin-walled element stiffness equation was formulated. The apparent formulation of element stiffness matrix under the local coordination was attained.

    并建立了相应的薄壁单元刚度方程,从而得出了局部坐标系下单元刚度矩阵的显式。

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  • The study suggests that the mal-coordination of the motion parameters within the time-step is the major factor that accounts for the result errors of step-by-step integral for dynamic equation.

    算例结果表明时间步长内结构的计算运动参数不协调,是时程积分结果误差的一个主要原因。

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  • The study suggests that the mal-coordination of the motion parameters within the time-step is the major factor that accounts for the result errors of step-by-step integral for dynamic equation.

    算例结果表明时间步长内结构的计算运动参数不协调,是时程积分结果误差的一个主要原因。

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