摘要
介绍了杭州高新区网络通信设备基地项目生产大楼结构的抗震超限情况,及所采取的有针对性的计算分析措施和抗震构造措施。对结构的静力弹塑性分析及薄弱连接楼层楼板的应力分析过程做了详细描述,指出了设计中应引起重视的问题。
The building in Base Project about Network Communications Equipment in Hangzhou Hi-Tech Area was out of the range of Chinese seismic code.The analysis method and earthquake resistant constructional measure were introduced.Some analysis processes were described,including pushover analysis and the stress analysis about weak linked floor slab.
出处
《建筑结构》
CSCD
北大核心
2012年第3期20-23,共4页
Building Structure
关键词
超长结构
超限高层建筑
抗震设计
overlong structure
super high-rise building beyond the code specification
seismic design
