摘要
杭州顺丰创新中心地上为4层商业裙房及六栋14到17层塔楼,主体高度70m到100m,塔楼采用钢筋混凝土框架-核心筒结构体系。阐述了主体结构选型原则及设计要点,并对各塔楼的小震计算结果进行了分析及超限判别,并针对结构不规则项选用了相应加强措施,工程各项计算指标均符合规范要求,可为同类结构设计提供参考。
The ground floor of Hangzhou Shunfeng Innovation Center is a 4-storey commercial podium and six 14-to 17-story towers with a main body height of 70 to 100 m.This article first explains the main structure selection principles and design points,analyzes the small earthquake calculation results of each tower and determines the limit,and selects corresponding strengthening measures for irregular structural items,and all calculation indicators of the project meet the specifications requirements,which can provide a reference for similar structural design.
作者
刘勇
Liu Yong(Zhejiang Provincial Architectural Design Institute,Hangzhou,310058)
出处
《建设科技》
2020年第6期66-68,共3页
Construction Science and Technology
