Behavior of eccentrically loaded concrete-filled steel tubular columns

Journal of Structural Engineering

Volumn 130, Issue 2, 2004, Pages 203-212

  Fujimoto, Toshiaki ^a   Mukai, Akiyoshi ^b   Nishiyama, Isao ^b   Sakino, Kenji ^c  

^a Hazama Corporation   (Japan)

^b BUILDING RESEARCH INSTITUTE   (Japan)

^c KYUSHU UNIVERSITY   (Japan)

Author keywords

Composite columns; Compression; Ductility; Flexural strength; Mathematical models

Indexed keywords

BENDING STRENGTH; COLUMNS (STRUCTURAL); COMPACTION; COMPOSITE STRUCTURES; CONCRETE CONSTRUCTION; CONCRETES; DEFORMATION; DUCTILITY; ELECTRIC LOADS; MATHEMATICAL MODELS;

COMPOSITE COLUMNS; CONCRETE-FILLED STEEL TUBULAR (CFT) COLUMNS; ECCENTRIC COMPRESSION; LOAD-DEFORMATION;

TUBULAR STEEL STRUCTURES;

EID: 13844253833     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:2(203)     Document Type: Article

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