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文章通过SAP2000建立了三种大底盘双塔结构模型,双塔不同对称关系模型分别为:双轴对称、单轴对称、非对称,并对其进行地震响应分析,比较三种大底盘双塔结构的抗震性能。
In this paper, three kinds of large-chassis twin-tower structure models are established by SAP2000. The two symmetrical relationship models of two towers are biaxial symmetry, uniaxial symmetry and asymmetry respectively. The seismic responses are analyzed. Seismic performance.