摘要
本文运用振型分解反应谱法对大底盘对称双塔连体高层建筑结构的地震响应进行分析.结果表明:由于大底盘对称双塔结构两塔楼的相互影响很小,连体结构及其连接体位置变化对大底盘等高双塔结构的动力反应影响较小.
In this paper,modal response spectrum decomposition method for large chassis structure of the seismic response was studied.The results showed that because of the very small mutual influence of the twin towers with a large chassis structure,the Siamese structure and its connecting body＇s position change has a smaller influence on its seismic response.
出处
《邵阳学院学报（自然科学版）》
2010年第3期47-52,共6页
Journal of Shaoyang University：Natural Science Edition
基金
湖南省教育厅基金(08C792)资助
关键词
大底盘对称双塔连体高层建筑结构
振型分解反应谱法
连接体
地震响应
symmetry two-tower connecting high-rise building structures with large bases
response spectrum modal decomposition method
Siamese
seismic response
