- 更多网络例句与阻尼定理相关的网络例句 [注：此内容来源于网络，仅供参考]
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With the help of the optimization theory, we present the vertex solution theorem for determining both the exact upper bounds or maximum values and the exact lower bounds or minimum values of the dynamic response of structures, in which these parameters reach their extreme values on the boundary of the interval mass, damping, stiffness matrices and the interval external loads vector.
借助于优化理论，提出了确定结构动力响应精确上下界的极点求解定理，其中极值将在区间质量矩阵、阻尼矩阵、刚度矩阵和外载荷列向量的顶点达到。
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In chapter one, by using Krasnoselskii s fixed point theorem, necessary and sufficient c...
第一章讨论了一类带阻尼项的高阶非线性中立型差分方程正解的存在性，利用Krasnoselskii不动点定理，得到了非振动解存在的若干充分必要条件，这些结果改进和推广了一些已知的结果。
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Meanwhile, we proved the unboundedness of solutions of Lienard equations with weaker damping terms when the rotation number is irrational. We still obtained the unboundedness of solutions of Lienard equations with asymmetric nonlinearities at resonance.
另外，还通过应用Birkhoff遍历定理证明了当旋转数为无理数时，弱阻尼的Lienard方程无界解的存在性；同时，证明了共振条件下具有不对称非线性项的Lienard方程无界解的存在性。
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By using a soil modeling of three axes symmetry and considering three dimensions wave effect ,the longitudinal vibration characterisitic is analyzed on condition that a vertical force being harmonious and stimulating force is loaded upon the whole newel stake in the damping soil of homogeneous and detained material.
从三维轴对称土模型出发，考虑桩周土体的三维波动效应，对均质滞回材料阻尼土中完整端承桩在垂直协和激振力作用下的纵向振动特性进行分析，求解得到桩顶频域响应解析解、复刚度和速度导纳，利用卷积定理和傅里叶逆变换，求得半正弦脉冲激振力作用下桩顶速度导纳时域响应半解析解。
- 更多网络解释与阻尼定理相关的网络解释 [注：此内容来源于网络，仅供参考]
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theorem for damping：阻尼定理
theorem 定理 | theorem for damping 阻尼定理 | theorem of alternative 择一定理
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theorem of alternative：择一定理
theorem for damping 阻尼定理 | theorem of alternative 择一定理 | theorem of identity for power series 幂级数的一致定理
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undecidability theorem：不可决策性定理
无阻尼振荡 undamped oscillation | 不可决策性定理 undecidability theorem | 不可决策的 undecidable