摘要
针对北京地区一个双塔大底盘高层建筑的结构设计 ,就比较常见的基础抗浮方案、开转角窗对高层剪力墙的影响、剪力墙约束边缘构件的配筋及主体结构计算作了介绍。
Based on a high-rise whole-basin building with two towers in Beijing,the resis tance to the groundwater float of the foundation,influence on shear-force walls by corner windows,reinforcement of restrained edge members in shear-force wall ,and structural calculation are conducted.
出处
《建筑结构》
CSCD
北大核心
2004年第11期65-66,共2页
Building Structure
关键词
住宅楼
双塔
剪力墙
大底盘
高层
约束边缘构件
配筋
结构设计
方案
抗浮
groundwater float
foundation
two towers
restrained edge members
shear-force wall
structural calculation
