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通过单层质量偏心体系钢筋混凝土框架结构,运用ANSYS软件,建立钢筋混凝土有限元空间实体整体式模型结构,输入罕遇地震波进行弹塑性时程分析,研究在单向水平地震作用下结构弹塑性侧扭耦合扭转地震响应。
Through the single-layer mass eccentricity system of reinforced concrete frame structure, ANSYS software is used to establish the integral structural model of reinforced concrete finite element space entity. The rare earth seismic wave is input to analyze the elasto-plastic time-history, and the elastic- Torsional coupling torsional seismic response