摘要
建立了钢筋混凝土轴心受压短柱非线性有限元模型 ,分析了含箍特征值 λv 和箍筋间距 s对矩形箍筋柱的受压承载力的影响 ,得到了柱的受压承载力的提高随不同强度的混凝土。
The analytical model of nonlinear finite element of the reinforced concrete short column under axial compression is established .The influence of characteristic value and spacing of hoop on compression capacity of this structure is discussed .A conclusion as to how the compressive capacity of the short column varies with the spacing of hoop and characteristic value is obtained.
出处
《青岛建筑工程学院学报》
2004年第2期21-23,共3页
Journal of Qingdao Institute of Architecture and Engineering
关键词
受压承载力
矩形箍筋
非线性有限元
含箍特征值
compressive capacity, rectangle hoops, nonlinear finite element, characteristic value
