It depends on the elastic foundation of the matrix and the flexural stiffness of fibers.
这种分析还依赖于基体的弹性以及纤维在基体中的弯曲刚度。
In this paper, the dynamic response of the elastic foundation plates with spline-function method is introduced.
介绍应用样条函数方法解决弹性地基板的动力响应问题。
In this way, the calculation of the elastic foundation beam is further unified, which is very convenient to practical use.
这样，就进一步把弹性地基梁的计算问题统一起来，为实际应用提供方便。
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