最后通过切齿试验证明了本文理论分析计算的正确性。
The correctness of the theoretical analysis and calculation has been proved by shaping experiment.
通过材料力学理论分析计算了主要承载部件横梁、立柱的强度和刚度。
Throughelastic structure analysis theoretical calculation main load bearing part crossbeam, columnintensity and rigidity.
高温中再生混凝土柱温度反应分析及高温后再生混凝土柱承载力有限元理论分析计算。
The thermal response the recycled concrete column at high temperature and the bearing capacity of the recycled concrete column are analyzed by ANSYS FE method.
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