摘要
结合三个算例的分析 ,给出了大底盘上多塔楼高层建筑在某一方向振动时 ,既存在各个塔楼连同底部裙房一起的同方向振动 ,又存在每个塔楼之间相对振动的结构振动特点 ,归纳了大底盘上多塔楼高层建筑结构抗震分析时 。
Through three calculating examples,the structure vibrational property of multi tower structure with enlarged base is presented. The vibrating on certain direction is not only every tower with enlarged base on the same direction, but is also in the opposite direction among every tower. The principle and method of choosing vibration mode number in aseismic analysis for this type of high rise building structures are concluded.
出处
《建筑结构》
CSCD
北大核心
2001年第4期13-15,共3页
Building Structure
关键词
高层建筑
多塔楼
自振特性
抗震分析
high rise building
enlarged base
multi tower
vibrational property
aseismic analysis
