Strength analysis of reinforced concrete columns of circular cross-section

被引：0
|
作者：
Vadluga, R. [1 ]
机构：
[1] Vilnius Gediminas Tech Univ, Dept Reinforced Concrete & Masonry Struct, LT-10223 Vilnius, Lithuania
来源：
9TH INTERNATIONAL CONFERENCE: MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES, VOLS 1-3 | 2008年
关键词：
circular cross-section; plain concrete and reinforced concrete columns; strength; carrying capacity; longitudinal reinforcement;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Assessment of carrying capacity of reinforced concrete columns of circular cross-section is considered in this article. Strength analysis of reinforced concrete columns of circular cross-section is specific in comparison with these of rectangular cross-section. The proposed method of analysis is analogous to that of the ring cross-section columns. Carrying capacity of the circular cross-section columns obtained from calculation by proposed method agrees well with experimental results.
引用
收藏
页码：818 / 820
页数：3
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