摘要
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。
Three different types of two-tower building with a large podium are built by SAP2000.Three models which have different symmetrical relationship of two-tower are divided into biaxial symmetry,uniaxial symmetry and asymmetry.These seismic performances were analyzed by comparing seismic performance of the three types of two-tower building with a large podium.
出处
《安徽建筑工业学院学报（自然科学版）》
2014年第3期1-5,共5页
Journal of Anhui Institute of Architecture(Natural Science)
基金
安徽省高等学校自然科学研究重大项目(KJ2014ZD07)
关键词
大底盘
双塔结构
对称关系
地震响应分析
larged podium
two-tower building
symmetrical relationship
analysis of the seismic performance
