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。
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.
出处
《安徽建筑大学学报》
2015年第4期17-20,共4页
Journal of Anhui Jianzhu University
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
层间位移
层间位移角
反应谱分析
a large base
two-tower building
story drift
story drift angle
reaction spectrum analysis
