Based on the visual work principle of structure analysis, a general formula for the displacement calculation is deduced for the static analysis of the beam on elastic foundation.
根据结构分析中的虚功原理推导弹性地基梁位移计算的一般公式，介绍了连续弹性地基梁的静力分析方法。
The working principle of the sensor structure is introduced firstly, and the static and dynamic characteristic of the elastic body is obtained by finite element analysis.
首先介绍了该弹性体结构的测力原理，并用有限元分析软件对弹性体的静态和动态特性进行了仿真。
A finite element method is applied to analyze the static response of structure of two-layered beam resting on elastic supports.
用有限单元法分析了双层弹性支承梁的静力响应。
After repeated optimization simulation, a stable cell structure was obtained. The elastic constants of SU-8 photoresist were gained after analysis of the static elastic properties.
在反复进行优化模拟后，对分子模型体系进行了静态力学性能的分析，得到了SU-8胶的力学弹性常数。
After repeated optimization simulation, a stable cell structure was obtained. The elastic constants of SU-8 photoresist were gained after analysis of the static elastic properties.
在反复进行优化模拟后，对分子模型体系进行了静态力学性能的分析，得到了SU-8胶的力学弹性常数。
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