摘要
通过石家庄金环钢结构办公楼的设计工作 ,全面地考虑了《建筑抗震设计规范》(GB5 0 0 1 1— 2 0 0 1 )第 8章中关于无支撑纯框架的各项要求 ,给出了详细的计算和推导过程 ,并且对抗震规范的关键条目进行了探讨 ,供设计人员参考。
According to the design of Jinhuan steel structure building in Shijiazhuang, every request of chapter 8 of code for seismic design of buildings(GB50011—2001) are mainly discussed, and at the same time,the process of calculation and inference are given in detail. Meanwhile, in connection with key entries,some approaches are presented.
出处
《建筑结构》
CSCD
北大核心
2005年第2期13-16,共4页
Building Structure
