Numerical investigation of slender reinforced concrete and steel-concrete composite columns at normal and high temperatures using sectional analysis and moment-curvature approach-Reference-Cited by-同舟云学术

Numerical investigation of slender reinforced concrete and steel-concrete composite columns at normal and high temperatures using sectional analysis and moment-curvature approach

Published:2019-07 Issue: Volume:190 Page:285-305
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Štefan Radek,Sura Josef,Procházka Jaroslav,Kohoutková Alena,Wald František

Funder

Czech Science Foundation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference84 articles.

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4. Circular concrete-filled tubular columns: state of the art oriented to the vulnerability assessment;Chacón;Open Civ Eng J,2015

5. Lie TT, Lin TD, Allen DE, Abrams MS. Fire resistance of reinforced concrete columns. DBR Paper No. 1167. National Research Council Canada; 1984.

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