Behavior and strength of circular concrete-filled tube columns
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ACI Committee 318, Building code requirements for structural concrete (ACI 318-95) and Commentary (ACI 318R-95). Detroit (MI): American Concrete Institute, 1995.
Load and resistance factor design. Chicago (IL): American Institute of Steel Construction, 1994.
Furlong, 1967, Strength of steel-encased concrete beam columns, J. Struct. Div., ACSE, 93, 113, 10.1061/JSDEAG.0001761
Knowles, 1969, Strength of concrete filled steel tubular columns, J. Struct. Div., ACSE, 95, 2565, 10.1061/JSDEAG.0002425
Grauers M. Composite columns of hollow steel sections filled with high strength concrete. PhD dissertation, Division of Concrete Structures, Chalmers University of Technology, Sweden, June 1993.
Morino S, Sakino K, Mukai A, Yoshioka K. US–Japan Cooperative Earthquake Research Program on CFT column systems. In: Proceedings of the 5th International Colloquium on Stability of Metal Structures, Chicago, 1996. pp. 83–92.
Fujimoto T, Nishiyama I, Mukai A, Baba T. Test results of concrete filled steel tubular beam–columns. In: US–Japan Cooperative Earthquake Engineering Research on Composite and Hybrid Structures, 3rd JTCC Meeting, Hong Kong, 12–14 December 1996.
Neogi, 1969, Concrete-filled tubular steel columns under eccentric loading, Struct. Engr. J., 47, 187
Rangan V, Joyce M. Strength of eccentrically loaded slender steel tubular columns filled with high-strength concrete. ACI Struct J 1992;(November–December):676–81.
Boyd FP, Cofer WF, McLean DI. Seismic performance of steel-encased concrete columns under flexural loading. ACI Struct J 1995;(May–June):355–64.
Kilpatrick A, Rangan V. Tests on high-strength concrete-filled steel tubular columns. ACI Struct J 1999;(March–April):268–74.
O’Shea MD, Bridge RQ. High strength concrete in thin-walled circular steel sections. In: Proceedings of 6th International Symposium on Tubular Structures, Melbourne, Australia, 14–16 December 1994. p. 277–84.
O’Shea MD, Bridge RQ. Circular thin-walled tubes with high strength concrete infill. In: Composite Construction in Steel and Concrete III, Isree, Germany, June 1996. p. 780–93.
Gourley BC, Hajjar JF. Cyclic nonlinear analysis of three-dimensional concrete-filled steel tube beam–columns and composite frames. Structural Engineering Report No. ST-94-3, University of Minnesota, November 1994.
Zhang W, Shahrooz BM. Strength of short and long concrete-filled tubular columns. ACI Struct J 1999;(March–April):230–8.
Inai E, Sakino K. Simulation of flexural behavior of square concrete filled steel tubular columns. In: US–Japan Cooperative Earthquake Engineering Research on Composite and Hybrid Structures, 3rd JTCC Meeting, Hong Kong, 12–14 December 1996.
Mukai A, Nishiyama I. Modeling procedure of CFT beam–columns. In: US–Japan Cooperative Earthquake Engineering Research on Composite and Hybrid Structures, 4th JTCC Meeting, Monterey, 12–14 October 1997.
Sakino K, Ninakawa T, Nakahara H, Morino S. Experimental studies and design recommendations on concrete filled steel tubular columns—US–Japan Cooperative Earthquake Research Program. In: Structural engineering world wide 1998 [computer file]. Oxford: Elsevier Science Ltd, 1998. Paper T169-3.
Schneider, 1998, Axially loaded concrete-filled steel tubes, J. Struct. Eng., ASCE, 124, 1125, 10.1061/(ASCE)0733-9445(1998)124:10(1125)
Elremaily A, Azizinamini A. Development of detail and design criteria for steel beam to concrete filled tube column connections in seismic regions. Final report submitted to National Science Foundation, April 2000.
1994