| 大底盘不对称双塔结构地震反应分析 |
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| 引用本文： | 刘晓真,雷庆关.大底盘不对称双塔结构地震反应分析[J].安徽建筑大学学报,2015,23(4):17-20. |
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| 作者姓名： | 刘晓真 雷庆关 |
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| 作者单位： | 安徽建筑大学,安徽合肥,230601;安徽建筑大学,安徽合肥230601;合肥工业大学,安徽合肥230009 |
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| 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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| 摘 要： | 对大底盘不对称双塔结构模型进行反应谱分析和时程分析,利用SAP2000有限元软件分析出的数据,计算结构的层间位移、层间位移角,看是否满足规范的要求。比较X方向地震与Y方向地震对结构的影响,为今后的研究提供参考。
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| 关 键 词： | 大底盘 双塔结构 层间位移 层间位移角 反应谱分析 |
Analysis of the seism reaction of unsymmetrical twin towers with enlarged base |
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| LIU Xiao-zhen and LEI Qing-guan.Analysis of the seism reaction of unsymmetrical twin towers with enlarged base[J].Journal of Anhui Jianzhu University,2015,23(4):17-20. |
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| Authors: | LIU Xiao-zhen and LEI Qing-guan |
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| Affiliation: | Anhui Jianzhu University, Hefei 230601,China;Hefei University of Technology, Hefei 230009,China |
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| Abstract: | Based on the time-procedure analysis and reaction spectrum analysis on the large base and unsymmetrical double-tower structure model, the interlayer displacement and its angle were calculated by SAP2000 finite element analysis to see if it meets the specifications.It provided valuable data for structure analysis in the future by comparing the mpact of X and Ydirection of earthquake action on the structure. |
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| Keywords: | K a large base two-tower building story drift story drift angle reaction spectrum analysis |
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