Behavior of centrally loaded concrete-filled steel-tube short columns

Journal of Structural Engineering

Volumn 130, Issue 2, 2004, Pages 180-188

  Sakino, Kenji ^a   Nakahara, Hiroyuki ^b   Morino, Shosuke ^c   Nishiyama, Isao ^d  

^a KYUSHU UNIVERSITY   (Japan)

^b KAGOSHIMA UNIVERSITY   (Japan)

^c MIE UNIVERSITY   (Japan)

^d BUILDING RESEARCH INSTITUTE   (Japan)

Author keywords

Composite columns; Composite structures; Concrete; Nonlinear analysis; Steel; Stress strain curves

Indexed keywords

COLUMNS (STRUCTURAL); COMPOSITE STRUCTURES; COMPRESSIVE STRESS; CONCRETES; DEFORMATION; EARTHQUAKE RESISTANCE; STEEL; STRAIN; STRUCTURAL DESIGN;

COMPOSITE COLUMNS; CONCRETE-FILLED STEEL TUBULAR (CFT) COLUMNS; NONLINEAR ANALYSIS; STRESS-STRAIN CURVES;

TUBULAR STEEL STRUCTURES;

EID: 13844255058     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:2(180)     Document Type: Article

References (4)

1. Architectural Institute of Japan (AIJ). (1997). "Recommendations for design and construction of concrete filled steel tubular structures." Tokyo, 333.
2. Blanks, R. F., and McNamara, C. C. (1935). "Mass concrete tests in large cylinders." ACI J., 31, 280-303.
3. Richart, F. E., Brandzaeg, A., and Brown, R. L. (1929). "The failure of plain and spirally reinforced concrete in compression." Bulletin No. 190, Univ. Illinois, Engineering Experimental Station, Urbana, Ill.
4. Sakino, K., and Sun, Y. (1994). "Stress-strain curve of concrete confined by rectilinear hoop." J. Struct. Constr. Eng. AIJ, 461, 95-104.