摘要
结合一栋大底盘多塔楼的结构设计过程,针对项目不规则情况,对比了不同的结构体系,讨论了结构的设缝方案,明确了结构不同部位的抗震等级,探讨了整体模型与分塔模型的包络设计。通过大量的计算分析,以及严格的抗震措施,确保了结构在地震作用下具有良好的抗震性能。
Based on the structural design process of a tall building with multi-tower and large chassis,for irregular items,different structural systems was compared,the scheme of structural joint was discussed,the concept of different parts of the structure with different seismic grade was proposed,the envelope design of overall model and tower model was discussed.Seismic performance is ensured through a lot of calculation and strict aseismatic measures.
出处
《建筑结构》
CSCD
北大核心
2017年第S1期70-73,共4页
Building Structure
关键词
大底盘
多塔
抗震设计
large chassis
multi-tower
seismic design