Moment connections to circular concrete-filled steel tube columns

Journal of Structural Engineering

Volumn 130, Issue 2, 2004, Pages 213-222

  Azizinamini, Atorod ^a   Schneider, Stephen P ^b  

^a UNIVERSITY OF NEBRASKA LINCOLN   (United States)

^b Kramer Gehlen and Assoc   (United States)

Author keywords

Beams; Composite columns; Connections; Cyclic tests; Full scale tests

Indexed keywords

COMPOSITE COLUMNS; CONCRETE-FILLED STEEL TUBULAR (CFT) COLUMNS; CYCLIC TESTS; FULL-SCALE TESTS;

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); COMPOSITE STRUCTURES; CONCRETES; DEFORMATION; DYNAMIC LOADS; ELASTICITY; FAILURE (MECHANICAL); STRAIN; STRUCTURAL DESIGN;

TUBULAR STEEL STRUCTURES;

EID: 13844255055     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:2(213)     Document Type: Review

References (17)

1. American Concrete Institute/American Society of Civil Engineers Committee 352 (ACI-ASCE 352). (1985). "Recommendations for design of beam-column joints in monolithic reinforced concrete structures." ACI J., 83(3), 266-283.
2. American Concrete Institute Committee 318 (ACI 318). (1995). Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95), American Concrete Institute, Detroit.
3. American Institute of Steel Construction (AISC). (1994). "Load and resistance factor design." American Institute of Steel Construction, Chicago.
4. Ansourian, P. (1976). "Connections to concrete-filled tube columns." Int. Assoc. Bridge Struct. Eng., 36-I, 1-22.
5. Applied Technology Council (ATC-24). (1992). "Guidelines of cyclic seismic testing on components for steel structures." Applied Technology Council, Redwood City, Calif.
6. Aziznamini, A., and Prakash, B. (1992). "Tentative design guidelines for a new steel beam connection detail to composite tube columns." Eng. J., 30(3), 108-115.
7. Boresi, A. P., Schmidt, R. J., and Sidebottom, O. M. (1993). Advanced mechanics of materials, 5th Ed., Wiley, New York.
8. Bridge, R., and Webb, J. (1992). "Thin walled circular concrete-filled steel tubular columns." Composite construction of steel and concrete II, ASCE, New York, 634-649.
9. Deirlein, G. G. (1988). "Design of moment connections for composite framed structures." PhD Dissertation, Department of Civil Engineering, The University of Texas at Austin, Austin, Tex.
10. Elremaily, A., and Azizinamini, A. (2000). "Development of detail and design criteria for steel beam to concrete filled tube column connections in seismic regions." A final Rep., submitted to National Science Foundation.
11. Kanatani, H., Tabuchi, M., Kamba, T., Hsiaolien, J., and Ishikawa, M. (1987). "A study on concrete-filled RHS columns to H-beam connections fabricated with HT bolts in rigid frames." Composite construction of steel and concrete, ASCE, New York, 614-635.
12. Kato, B., Kimura, M., Ohta, H., and Mizutani, N. (1992). "Connections of beam flange to concrete-filled tubular columns." Composite construction of steel and concrete II, ASCE, New York, 528-538.
13. Morino, S., Kawaguchi, J., Yasuzaki, C., and Kanazawa, S. (1992). "Behavior of concrete-filled steel tubular three dimensional subassemblages." Composite construction of steel and concrete II, ASCE, New York, 726-741.
14. Prion, H. G. L., and McLellan, A. B. (1992). "Connecting steel beams to concrete-filled steel columns." Proc., ASCE Structures Congress on Composite Compression Members, New York, 918-921.
15. Shakir-Khalil, H. (1992). "Full-scale tests on composite connections." Composite construction of steel and concrete II, ASCE, New York, 539-554.
16. Sheikh, T. M. (1987). "Moment connections between steel beams and concrete columns." PhD Dissertation, Department of Civil Engineering, The University of Texas at Austin, Austin, Tex.
17. Valbert, G. (1968). "Essais d'assemblages soudes d'une solive sur un poteau en tube rempli de beton." Constr. Metal., 4 Dec., 27-38. (in French).