建筑结构

1999, (01) 47-48+51

[打印本页] [关闭]
本期目录(Current Issue) | 过刊浏览(Past Issue) | 高级检索(Advanced Search)

钢筋砼双向拉弯构件正截面承载力计算及研究
Bearing Capacity of the Cross-section of R.C.Members Under Axial Tension and Biaxial Bending

李砚波,陈云霞,赵艳静
Li Yanbo Chen Yunxia Zhao Yanjing

摘要(Abstract):

编制了钢筋砼双向拉弯构件的正截面承载力计算的计算机程序,可用于各类型截面的计算。并用此程序对矩形截面、等肢L形截面、T形截面和十形截面在双向拉弯作用下的N-M相关曲线、等轴力下的 Mx- My相关曲线进行了分析研究。
A theoretical analysis and research on the bearing capacity of reinforced concrete members under axial tension and biaxial bending are achieved. A computer program was compiled to study the interaction diagrams (N-M)and (Mx- My) with arbitrary shaped cross-section subjected to axial tension and biaxial bending.

关键词(KeyWords): 钢筋砼;异形截面;双向拉弯;正截面承载力;计算机程序
reinforced concrete; arbitrary shaped section; axial tension-biaxial bending; bearing capacity

Abstract:

Keywords:

基金项目(Foundation):

作者(Author): 李砚波,陈云霞,赵艳静
Li Yanbo Chen Yunxia Zhao Yanjing

Email:

DOI: 10.19701/j.jzjg.1999.01.012

扩展功能
本文信息
服务与反馈
本文关键词相关文章
本文作者相关文章
中国知网
分享