...模型振动台试验 [gap=1259]einforced concrete frame structure； storey lateral stiffness ratio； soft storey； model shaking table test ...
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本文讨论砌体房屋模型振动台试验中模型设计、加载方法及试验中的其他问题并提出解决途径。
On shaking table tests, some problems with model design, loading method and others of masonry houses are discussed and solutions of them are given in this paper.
通过与模型振动台试验的实测值进行了对比分析，验证了建立的计算模型及动力分析方法的正确性。
With the comparison of FEA data and actually measured data of the seismic desk simulation experiment, the validity of calculation model of this bridge and dynamic analysis has been validated.
通过运用有限单元法和静力凝聚法，对钢结构模型振动台试验进行了模拟计算，建立了简化分析模型。
The finite element method and static condensation technique are used to simulate the responses of a steel frame model under the excitation of the shaking table.
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