摘要
某坡地高层建筑位于温州市鹿城区,总共16幢。主楼地上18层,地下2层,采用剪力墙结构体系,基础顶面作为上部结构嵌固部位,主楼与地下室设缝断开。介绍了坡地高层建筑结构设计,重点讨论了工程的设计地震动参数、风荷载、地基基础设计及上部结构设计等问题。
The high-rise building on hill side is located in Lucheng District,Wenzhou City with a total of 16. The highrise building with 18 floors on the ground and 2 floors underground adopted the shearwall structure system. The foundation was regarded as fixed end of upper building,the main building and the basement were separated with joint. The structural design of high-rise building on hillside was introduced. The design parameters of ground motion,the wind load,the design of building foundation and the structural design of upper building etc were mainly discussed.
出处
《建筑结构》
CSCD
北大核心
2016年第S1期169-171,共3页
Building Structure
关键词
坡地
设计地震动参数
地基基础设计
hillside
design parameters of ground motion
design of building foundation
