【摘要】 基于振动台试验结果,采用有限元分析软件ETABS和时程分析法分别模拟单层钢结构模型在不同的地震波及地震加速度峰值条件下的地震反应。在相同加速度峰值的地震波作用下,模型结构的地震反应数值模拟结果与振动台模型试验实测结果吻合良好,证明本文的分析模型及方法是可行的,可作为振动台结构模型试验的辅助工具。更多还原

【Abstract】 Base on the results of the shaking table test,this paper uses finite element analysis software of ETABS to simulate seismic response of the monolayer steel structure model with the different seismic and peak acceleration by time history analysis method.The measured results are in good agreement with the theoretical calculation,and it shows that this paper adopted the analysis model and method is feasible,it can be used as a shaking table structure model experiment analysis tool.更多还原