• 化学反应器不仅要满足强度条件,以保证在使用中不发生断裂破坏;也要保证刚度条件,使设备在正常操作时的弯曲变形不超过规定的许可范围。

    Reactors used in chemical industry must satisfy rigidity requirements to ensure the bending distortion to be controlled within the tolerated range as well as strength requirements to prevent breakage.

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  • 在负刚度条件下,该法是收敛的和条件稳定的。

    In the case of negative stiffness, the method is convergent and conditionally stable.

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  • 除强度条件外,环境刚度条件是发震的另一必要条件。

    Besides the strength condition, the environmental stiffness condition is another one necessary for shock-generation.

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  • 在保证强度、刚度条件下,应尽量减轻破碎机机架的重量。

    During the guarantee strength, stiffness condition, should try to reduce crusher frame weight.

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  • 以岩层控制中的关键层理论为指导,应用弹性板理论建立了关键层的刚度条件和强度条件。

    Under the guidance of key layer theory in strata control, the conditions of stiffness and strength for key layer are established by using elastic slab theory.

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  • 此外,边界条件对模型刚度的影响随着模型尺度的增加而逐渐减小。

    Furthermore, the effect of boundary condition on the rigidity of model is decreased gradually with increase of model sizes.

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  • 分析了升力矩系数和扭转刚度的非线性特性对于稳定条件、失稳点以及失稳机理的影响。

    The effect of nonlinearity of pitch moment coefficient and module of rigidity of torsion on conditions of stability, instability points and instability mechanism is analyzed.

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  • 应用虚位移原理和结合考虑材料交界面上的约束条件,文章建立了接触单元的刚度矩阵和等效荷载向量。

    Employing the virtual displacement principle and considering constraint conditions of material interface, the stiffness matrix and equivalent load vector for this element are established.

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  • 由结构刚度矩阵行列式值为零的失稳条件导出结构失稳特征方程,从而精确地确定系统临界力值。

    The precise critical force of a system can be deduced from the fact that the determinant of stiffness matrix of the system is equal to zero in the critical condition.

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  • 提出可根据数控车床设计时选用的典型切削条件来计算机床总刚度。

    This paper proposes that the total rigidity of a machine tool can be calculated in terms of the typical cutting condition at the beginning of design for the CNC lathe.

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  • 利用ANSYS软件,较真实地模拟屋盖的边界条件和支座刚度的影响,分析了拉索的初始预拉力取值。

    The ANSYS software is used to analyze the pretension of cable based on truly simulating the boundary condition and supporting rigidity.

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  • 有限元模型用质量和刚度参数表示,这些参数由正交条件和特征方程的加权欧氏范数取极小值来确定。

    The finite element model is expressed by mass and stiffness parameters, which are determined by minimization of weighted Euclidean, norms of orthogonality conditions and characteristics equations.

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  • 局部单层浅网壳的设计关键在于在满足网壳刚度与整体稳定的条件下,确定经济合理的单层部分的可能布置区域和面积。

    The design key of partial single-layer shallow reticulated shell is to ascertain the economical and feasible single-layer area with enough structure rigidity and global stability.

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  • 在计算分析中,此法容易构造固结方程的EFGM刚度矩阵和处理不同边界条件。

    By this method, it is easy to construct the EFGM matrix formulation of consolidation equations and to deal with different boundary conditions in calculation and analysis.

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  • 在考虑顶部厂房因端部山墙引起的侧移刚度不确定性的条件下,智能力矩鲁棒控制器的控制效果和稳定性要优于常规的主动控制器。

    Due to the stiffness uncertainty of fastigium at the end of the building, the robust moment controllers give superior performance and stability to the normal active moment controllers.

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  • 在分析圆柱螺旋弹簧尺寸公差的可靠性条件和刚度的基础上提出了一个计算圆柱螺旋弹簧尺寸公差的方法。

    This paper analyses the relation of the tolerance, strength and rigidity of cyinder spiral spring and gives a method for calculating the tolerance of cylinder spiral spring.

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  • 活动屋盖应采用整体刚度较小、对边界条件不敏感的柔性结构,对安装误差与结构变形具有较大的适应能力;

    The movable roof favors the flexural structural system that is less sensitive to boundary conditions and can be adaptive to the large deformation and construction error.

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  • 为了使薄膜结构具有一定的刚度,必须对其施加预应力,以确定满足平衡条件和建筑使用要求的初始平衡形态。

    Tensioned membrane structures must be prestressed for stiffness so that an initial equilibrium shape meeting architectural service requirements can be established.

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  • 研究表明,后遮流板结构尺寸在不同压差条件下对指尖密封迟滞特性和刚度的影响表现出不同的特点。

    The research work indicates that this influence of aft cover plate shows different appearances with different operation conditions.

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  • 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。

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

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  • 导出了桩基任意布置的复合体系的刚度矩阵,并按初始条件下的多自由度体系的自振问题进行动力分析。

    Introducing six degrees of freedom the stiffness matrix of the complex system with arbitrary arrangement of piling is derived.

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  • 在其他条件不变时,仅提高桩身刚度或长径比,对桩端分担比例或桩体承载性能的提高并不显著。

    When only enhancing the pile stiffness or increasing the length-diameter ratio, no remarkable improvement appears in the proportion shared by tip and bearing capacity of pile.

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  • 根据理论模型编制了轴承刚度的计算软件,为转台轴系有限元分析中边界条件的处理提供了依据。

    The study provides bases for boundary condition processing through finite element analysis of the spindle bearing system.

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  • 通过数值仿真分析低速进给下静动摩擦力差值和传动刚度变化对工作台输出的影响,得出工作台产生爬行运动的可能性条件。

    And the influences of the variance of the static and kinematic friction and the transmission stiffness on the outputs of the worktable were analyzed with numerical simulations.

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  • 双万向轴的优化数学模型必须满足强度、刚度、振动条件、稳定性及边界条件的约束。

    The optimal mathematical model of the double universal spindle must satisfy the constraints of strength, rigidity, vibration condition, stability and boundary condition.

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  • 本文介绍动刚度法在多盘转子系统中的应用,导出了有弹性支承边界条件的动刚度公式。

    The dynamic rigidity method applied to the multi-disk rotating systems is presented in this paper. The formula of dynamic rigidity to the boundary conditions with flexible support is derived.

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  • 同时给出了在此种条件下的阈值刚度和柱子的计算长度系数的表达形式。

    Meanwhile, the formulas for the brace threshold stiffness and the effective length factor under these conditions are also given.

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  • 指出路面结构支撑条件、界面条件和层间刚度差是影响路面结构受力与使用寿命的三要素。

    And pointing out three factors which influence the stress and service life, they are poling condition of pavement structure, the interface and the rigidity difference between layers.

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  • 在高的结构刚度值条件下,其第一高阶振型为跳跃式,有较大的固有频率值,振幅比也大。

    Under the condition of high construction rigidity, its first high order type of vibration was of skipping type which had relatively high inherent frequency, and rather big amplitude.

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  • 在高的结构刚度值条件下,其第一高阶振型为跳跃式,有较大的固有频率值,振幅比也大。

    Under the condition of high construction rigidity, its first high order type of vibration was of skipping type which had relatively high inherent frequency, and rather big amplitude.

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