FEM analysis of high strength square CFT columns

Proceedings - Annual Technical Session, Structural Stability Research Council

Volumn , Issue , 2000, Pages 272-287

  Varma, A H ^a   Sause, R ^b   Ricles, J M ^b  

^a LEHIGH UNIVERSITY   (United States)

^b Lehigh University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE FILLED STEELTUBE (CFT); GEOMETRIC IMPERFECTIONS; LOCAL BUCKLING; STEEL TUBES;

BUCKLING; COMPACTION; COMPRESSIVE STRENGTH; CONCRETE CONSTRUCTION; DUCTILITY; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STRUCTURAL LOADS; TENSILE STRESS; YIELD STRESS;

TUBULAR STEEL STRUCTURES;

EID: 3042684725     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (9)

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2. nd Ed., Chicago.
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8. nd Joint Technical Coordinating Committee Meeting," (1995) U.S.-Japan Cooperative Earthquake Research Program, Honolulu, Hawaii.
9. Varma, A.H., Rides, J.M., Sause, R., Hull, B., and Lu, L.W. (2000), "An Experimental Evaluation of High Strength Square CFT Columns," ACI Special Publication on Composite Steel-Reinforced Concrete Structures, ACI Committee 335, in press.