shaking table seismic simulated test 模拟地震振动台试验
In this paper, research on seismic response of tall flexible tower structures is performed through shaking table test and finite element analysis.
本文从振动台试验和有限元计算等方面对高耸结构的地震响规律应做了较全面的研究。
Artificial damping boundary is adopted in seismic model test of arch dam on shaking table to simulate the radiation damping effect due to energy dissipation in infinitive foundation.
在振动台上进行拱坝动力模型试验时，设置人工阻尼边界，以模拟地震时地震动能量向无限远域地基逸散的地基幅射阻尼效应。
Taking results of shaking table test as reference, reasonable enhance measures of seismic design were suggested.
参考振动台试验，提出合理的结构抗震设计措施。
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