| 雷庆关,周贻源.大底盘双塔结构的地震响应分析[J].安徽建筑大学学报,2014,22(3):1-5 |
| 大底盘双塔结构的地震响应分析 |
| Seismic Analysis of Two-tower Building with a Large Podium |
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| DOI：10.11921/j.issn.2095-8382.20140301 |
| 中文关键词: 大底盘 双塔结构 对称关系 地震响应分析 |
| 英文关键词: larged podium two-tower building symmetrical relationship analysis of the seismic performance |
| 基金项目:安徽省高等学校自然科学研究重大项目（KJ2014ZD07） |
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| 中文摘要: |
| 本文通过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。 |
| 英文摘要: |
| 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. |
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