摘要
根据建筑功能特点、使用要求及已施工地下室情况,进行结构抗侧力体系和楼盖体系的方案比选、结构角部平面方案比选及筒体角部设置钢骨的讨论。多模型多工况模拟上部钢结构与地下已施工混凝土结构过渡层选取分析,对二层楼板开洞采取相应加强措施。
Due to the features and requirements of this project,comparisons are made in structural lateral resistance systems and floor systems.The corner of the structure and steel in tube’s corner are compared and further discussed.Different kinds of finite element software(diversified load combinations)are applied in selecting transition zone between steel structure and constructed concrete basement.The reinforced measurements are carried out about layout of Floor 2.
作者
郭家旭
王海波
段永飞
GUO Jiaxu;WANG Haibo;DUAN Yongfei(China Architecture Design Group,Beijing 100044,China)
出处
《建筑结构》
CSCD
北大核心
2022年第S01期103-109,共7页
Building Structure
关键词
结构方案
框架-核心筒
过渡层
structural design
frame with core tube structure
transition zone
