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

页码：818 / 820

页数：3

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