摘要
基于理论知识的学习与实践经验的应用,通过超限高层建筑框架—核心筒结构设计理论的分析,以工程实例为依托,对比分析了型钢框架—核心筒与钢管混凝土框架—核心筒的结构性能,所得结论具有一定的参考性,以期为我国建筑结构的设计提供技术支撑。
Based on theoretical knowledge learning and practical experience application,through theoretical analysis of super high-rise building frame-core tube structure design,taking engineering example as the background,the paper comparatively analyzes the structural performance of steel reinforced concrete frame-core tube and steel-tube concrete frame-core tube,and draws some conclusions with certain referring value,with a view to provided technical support for domestic building structure design.
引文
[1]柳敬梓.框架核心筒结构在现代超限高层设计的应用分析[J].建筑结构工程资讯,2010(11):90-91.
[2] GB 50009—2012,建筑结构荷载规范[S].
[3]陈麟.巨型型钢混凝土框架—核心筒超高层结构抗震性能与破坏模式分析[J].建筑结构,2014,44(2):25-31.