摘要
详细阐述了大底盘双塔高位连体结构力学模型的建立,通过计算分析其受力特性及其相互间的影响,对大底盘、双塔、连体、网架进行合理的设计并采取相应的抗震措施。
Construction mechanics model establishing for the double-tower structure linked by spatial corridors is introduced.Through calculation,the suffering dint characteristic and mutually influence are analyzed.The reasonable design to enlarged base at the bottom double-tower,structure linked by spatial corridors、net and adopt the homologous anti-earthquake measure are presented.
出处
《建筑结构》
CSCD
北大核心
2006年第S1期190-193,189,共5页
Building Structure
关键词
高层建筑结构
抗震分析
大底盘双塔
高位连体结构
屋顶网架
high building structure
anti-earthquake analysis
enlarged base at the bottom
double-tower structure
spatial corridors
roof net
