摘要
为降低高烈度区多层钢筋混凝土框架结构的地震作用,提高结构延性。文中以海口市某小学南校区新建教学楼为研究对象,通过YJK和ETABS软件计算分析,得出采取消能减震技术,减震效果显著,结构侧向变形和抗震构件配筋均得到较大改善,为以后同类型的项目设计提高参考。
A new teaching building in Haikou City is studied to reduce the seismic effect and improve structural ductility of multi-layer reinforced concrete frame structures in high intensity areas.A seismic reduction technology is proposed through the calculation and analysis of the building in YJK and ETABS software,which has significant seismic reduction effectiveness,and the structural lateral deformation and the reinforcement of seismic components have been greatly improved.
作者
崔凡承
CUI Fancheng(East China Architectural Design&Research Institute Co.,Ltd.,Shanghai 200002,China)
出处
《低温建筑技术》
2023年第8期60-64,68,共6页
Low Temperature Architecture Technology
关键词
高烈度区
钢筋混凝土框架
结构延性
消能减震
侧向变形
抗震性能目标
high intensity areas
multi-layer reinforced concrete frame structures
structural ductility
seismic re-duction technology
lateral deformation
seismic performance objectives
