Axial load behavior of stiffened concrete-filled steel columns

Journal of Structural Engineering

Volumn 128, Issue 9, 2002, Pages 1222-1230

  Huang, C S ^a   Yeh, Y K ^b   Liu, G Y ^b   Hu, H T ^c   Tsai, K C ^d   Weng, Y T ^d   Wang, S H ^d   Wu, M H ^c  

^a NATIONAL CHIAO TUNG UNIVERSITY   (Taiwan)

^b NATIONAL CENTER FOR RESEARCH ON EARTHQUAKE ENGINEERING   (Taiwan)

^c NATIONAL CHENG KUNG UNIVERSITY   (Taiwan)

^d NATIONAL TAIWAN UNIVERSITY   (Taiwan)

Author keywords

Axial loads; Finite element method; Steel columns; Stiffening; Tubes

Indexed keywords

BUCKLING; CONCRETES; DUCTILITY; FILLERS; FINITE ELEMENT METHOD; STEEL; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL DESIGN; TUBES (COMPONENTS);

AXIAL LOADS; CONCRETE-FILLED STEEL TUBULAR (CFT); STEEL COLUMNS; STIFFENING;

STRUCTURAL LOADS;

EID: 2442560769     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (25)

1. American Institute of Steel Construction (AISC). (1994). Manual of steel construction: Load and resistance factor design (LRFD), 2nd Ed., Chicago.
2. American Institute of Steel Construction, Inc. (AISC). (1997) Seismic provisions for structural steel buildings, Chicago.
3. Architectural Institute of Japan (AIJ) (1997). Recommendations for design and construction of concrete-filled steel tubular structures, Tokyo Japan.
4. ASTM. (1991). "ASTM standards in building codes: specifications, test methods, practices, classifications, terminology," Philadelphia.
5. British Standards Institution (BST). (1994). Design of composite steel and concrete structures. Eurocode 4, ENV 1994-1-1, London.
6. Elwi, A. A., and Murray, D. W. (1979). "A 3D hypoelastic concrete constitutive relationship." J. Eng. Mech. Div., Am. Soc. Civ. Eng., 105(4), 623-641.
7. Furlong, R. W. (1967). "Strength of steel-encased concrete beam-column." J. Struct. Div. ASCE, 93(5), 113-124.
8. Furlong, R. W. (1968). "Design of steel-encased concrete beam-columns." J. Struct. Div. ASCE, 94(1), 267-281.
9. Gardner, N. J., and Jocobson, E. R. (1967). "Structural behavior of concrete-filled steel tubes." ACI J., 64(7), 404-412.
10. Ge, H. B., and Usami, T. (1992). "Strength of concrete-filled thin-walled steel box column: experiment." J. Constr. Steel Res., 30, 179-186.
11. Ge, H. B., and Usami, T. (1996). "Cyclic tests of concrete-filled steel box columns." J. Struct. Eng., 122(10), 1169-1177.
12. Huang, C. S., Cheung, L. L., Yeh, Y.-K., Yeh, C. K., Lu, L. Y., and Liu, G.-Y. (1998). "Review of researches on concrete-filled steel tubes." Rep. of National Center for Research on Earthquake Engineering No. NCREE-98-012, Taipei, Taiwan (in Chinese).
13. Knowles, R. B., and Park, R. (1969). "Strength of concrete-filled steel tubular column." J. Struct. Div. ASCE, 95(2), 2565-2587.
14. Kwon, Y. B., and Song, J. Y. (1998). "A study on the structural behavior of concrete-filled steel box sections," Proc., Sixth Asia-Pacific Conf. on Structural Engineering and Construction, National Science Council, Taipei, Taiwan, 701-706.
15. Lin, T. I., and Huang, C. M. (1989). "Axial strength of concrete-filled steel tubes." Rep. of Nation Science Council, No. NSC78-0410-E011-007, Taipei, Taiwan (in Chinese).
16. Lin, T. I., Huang, C. M., and Chen, S. Y. (1993). "Concrete-filled tubular steel columns subjected to eccentric axial load." J. Chin. Inst. Civil Hydraulic Eng., 5(4), 377-386 (in Chinese).
17. Richart, F. E., Brandtzaeg, A., and Brown, R. L. (1928). "A study of the failure of concrete under combined compressive stresses." Bulletin 185, University of Illinois Engineering Experimental Station, Champaign, Ill.
18. Saenz, L. P. (1964). "Equation for the stress-strain curve of concrete." ACI J., 61(9), 1229-1235.
19. Sakino, K., Tomii, M., and Watanabe, K. (1985). "Substaining load capacity of plain concrete stub columns by circular steel tubes." Proc., International Special Conf. on Concrete-filled Steel Tubular Structure, Technology Exchange Center in Heilongjiang Province, Harbin, China, 112-118.
20. Schneider, S. P. (1998). "Axially loaded concrete-filled steel tubes." J. Struct. Eng., 124(10), 1125-1138.
21. Tomii, M., Yoshimmra, K., and Morishita, Y. (1977). "Experimental studies on concrete-filled steel stub columns under concentric loading." Proc., International Colloquium on Stability of Structural Under Static and Dynamic Loads, National Science Foundation, Washington, D.C., 718-741.
22. Uy, B. (1998). "Concrete-filled fabricated steel box columns for multistory buildings: behaviour and design." Prog. Struct. Eng. Mater., 1(2), 150-158.
23. Wu, M. C. (2000). "Numerical analysis of axially loaded concrete-filled steel tube columns with stiffened cross-section." MS thesis, National Cheng Kung Univ., Tainan, Taiwan.
24. Zahn, F. A., Park, R., and Priestley, M. J. N. (1990). "Flexural strength and ductility of circular hollow reinforced concrete columns without confinement on inside face." ACI Struct. J., 87(2), 156-166.
25. Zhong, S. T. (1995). Concrete-filled steel tubular structures, Hei Lung Jiang Technology Publication Co., China (in Chinese).