摘要
云南省某学院图书馆距离地震断裂带为5.5 km,结构形式采用框架结构,建筑高度超过对应抗震设防烈度适用的最大高度,为一超限高层建筑,针对结构超限情况,对该建筑进行隔震设计,对框架柱进行中震弹性设计,对大开洞楼板进行中震下应力分析,以满足结构安全需求。
This project is a college library in Yunnan Province.It is 5.5 km away from the earthquake fault zone.The structural form is frame structure.The building height exceeds the maximum height applicable to the corresponding intensity.It is an overrun high-rise building.According to the situation of structure overrun,the isolation design of the building is carried out to meet the structural safety requirements.
作者
李跃华
李进荣
徐国芳
Li Yuehua;Li Jinrong;Xu Guofang(Kunming Technology Pan Asia Design Group Co.,Ltd.,Kunming 650041,China)
出处
《山西建筑》
2021年第9期29-31,共3页
Shanxi Architecture
关键词
隔震
中震弹性
近断裂带
结构设计
seismic isolation
medium earthquake elasticity
near fault zone
structural design