摘要
体结构是一种复杂的结构形式,目前对这种结构形式的研究还不够深入。通过对单塔楼结构和对称双塔连体结构的比较分析,对高层大跨度双塔连体结构的受力、位移和振型特点进行研究。分析结果表明,对称双塔连体结构在地震荷载作用下,结构将产生较大的扭转效应。
Connecting structures are one of complicated structure systems. The mechanical characteristics and displacement of two-tower connecting structures due to an earthquake are discussed. It shows that the two-tower connecting structures subjected to seismic action would emerge vast torsional responses.
出处
《科学技术与工程》
2006年第16期2492-2494,2499,共4页
Science Technology and Engineering
关键词
双塔
连体结构
位移
周期
扭转
two-tower connecting structure displacement circle torsion
