摘要
通过工程案例分析,详细阐述了提高跃层柱承载力的具体设计方法,并采用结构设计软件YJK进行线性屈曲分析验证其计算长度系数取值是否合理,为跃层柱的稳定性及承载力提供合理依据,具有可操作性。
The concrete design method to improve the bearing capacity of the skip-floor column is elaborated through the case,and the linear buckling analysis of the structural design software YJK is used to verify whether the calculated length coefficient is reasonable,which provides a reasonable basis for the stability and bearing capacity of the skip-floor column and has operability.
作者
张敬花
ZHANG Jinghua(China Jingye Engineering Technology Co.,Ltd.,Beijing 100089,China)
出处
《建筑结构》
北大核心
2023年第S01期326-330,共5页
Building Structure
关键词
跃层柱
承载力
内力放大系数
线性屈曲分析
计算长度系数
skip-floor column
capacity
internal force amplification factor
linear buckling analysis
calculated length coefficient
