The shaking table test of a 1/10 scale multi rib wall plate lightweight frame model with a height of ten stories is elucidated.
阐述了十层密肋壁板轻框结构1/10比例模型房屋模拟振动台试验。
Through the CAE analysis for the lightweight frame, the requirements for the stiffness and stress distribution of the structure was met.
通过对改进车的CAE分析表明，轻量化后的车身刚度以及骨架应力分布均满足要求。
Through the CAE analysis for the lightweight frame, the requirements for the stiffness and stress distribution of the structure was met.
通过对改进车的CAE分析表明，轻量化后的车身刚度以及骨架应力分布均满足要求。
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