Behavior and strength of circular concrete-filled tube columns

Journal of Constructional Steel Research

Volumn 58, Issue 12, 2002, Pages 1567-1591

  Elremaily, Ahmed ^a   Azizinamini, Atorod ^a  

^a UNIVERSITY OF NEBRASKA LINCOLN   (United States)

Author keywords

Column behaviour; Column strength; Concrete filled tube (CFT) columns; Confinement effect

Indexed keywords

CONCRETES; DUCTILITY; LOADING; TESTING; TUBES (COMPONENTS);

COLUMN CAPACITIES;

STEEL;

REINFORCED CONCRETE;

EID: 0037202261     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(02)00005-6     Document Type: Article

References (22)

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3. US-Japan cooperative earthquake research program on CFT column systems
4. Test results of concrete filled steel tubular beam-columns
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7. Seismic performance of steel-encased concrete columns under flexural loading
8. Tests on high-strength concrete-filled steel tubular columns
9. High strength concrete in thin-walled circular steel sections
10. Circular thin-walled tubes with high strength concrete infill
11. Cyclic nonlinear analysis of three-dimensional concrete-filled steel tube beam-columns and composite frames
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13. Simulation of flexural behavior of square concrete filled steel tubular columns
14. Modeling procedure of CFT beam-columns
15. Experimental studies and design recommendations on concrete filled steel tubular columns - US-Japan Cooperative Earthquake Research Program
16. Axially loaded concrete-filled steel tubes
17. Theoretical stress-strain model for confined concrete