Practical method for analysis and design of slender reinforced concrete columns subjected to biaxial bending and axial loads

Furlong RW. Concrete columns under biaxially eccentric thrust. ACI Journal October 1979:1093-118.Search in Google Scholar

Brondum-Nielsen T. Ultimate flexural capacity of fully prestressed, partially prestressed, arbitrary concrete sections under symmetric bending. ACI Journal 1986;83:29-35.Search in Google Scholar

Hsu CTT. Biaxially loaded L-shaped reinforced concrete columns. Journal of Structural Engineering ASCE 1985;111(12):2576-95.10.1061/(ASCE)0733-9445(1985)111:12(2576)Search in Google Scholar

Hsu CTT. Channel-shaped reinforced concrete compression members under biaxial bending. ACI Structural Journal 1987;84:201-11.Search in Google Scholar

Dundar C. Concrete box sections under biaxial bending and axial load. Journal of Structural Engineering 1990;116:860-5.10.1061/(ASCE)0733-9445(1990)116:3(860)Search in Google Scholar

Rangan BV. Strength of reinforced concrete slender columns. ACI Structural Journal 1990;87(1):32-8.Search in Google Scholar

Building code requirements for structural concrete (ACI 318-99). Detroit (MI): American Concrete Institute (ACI); 1999.Search in Google Scholar

Dundar C, Sahin B. Arbitrarily shaped reinforced concrete members subjected to biaxial bending and axial load. Computers and Structures 1993; 49: 643-62.10.1016/0045-7949(93)90069-PSearch in Google Scholar

Whitney CS. Plastic theory of reinforced concrete design. Transactions, ASCE 1940; 107:251-60.Search in Google Scholar

Rodriguez JA, Aristizabal-Ochoa JD. Biaxial interaction diagrams for short RC columns of any cross SECTION. Journal of Structural Engineering 1999; 125(6):672-83.10.1061/(ASCE)0733-9445(1999)125:6(672)Search in Google Scholar

Fafitis A. Interaction surfaces of reinforced-concrete sections in biaxial bending. Journal of Structural Engineering 2001;127(7):840-6.10.1061/(ASCE)0733-9445(2001)127:7(840)Search in Google Scholar

Hong HP. Strength of slender reinforced concrete columns under biaxial bending. Journal of Structural Engineering 2001;127(7):758-62.10.1061/(ASCE)0733-9445(2001)127:7(758)Search in Google Scholar

Saatcioglu M, Razvi SR. High-strength concrete columns with square sections under concentric compression. Journal of Structural Engineering 1998;124(12):1438-47.10.1061/(ASCE)0733-9445(1998)124:12(1438)Search in Google Scholar

Furlong RW, Hsu CTT, Mirza SA. Analysis and design of concrete columns for biaxial bending- overview. ACI Structural Journal 2004;101(3):413-23.Search in Google Scholar

Mirza SA. Parametric study of composite column strength variability. Journal of Constructional Steel Research 1989;14:121-37.10.1016/0143-974X(89)90019-9Search in Google Scholar

Lachance L. Ultimate strength of biaxially loaded composite sections. Journal of Structural Division, ASCE 1982;108:2313-29.10.1061/JSDEAG.0006058Search in Google Scholar

Chen SF, Teng JG, Chan SL. Design of biaxially loaded short composite columns of arbitrary section. Journal of Structural Engineering 2001;127(6):678-85.10.1061/(ASCE)0733-9445(2001)127:6(678)Search in Google Scholar

Sfakianakis MG. Biaxial bending with axial force of reinforced, composite and repaired concrete sections of arbitrary shape by fiber model and computer graphics. Advances in Engineering Software 2002; 33:227-42.10.1016/S0965-9978(02)00002-9Search in Google Scholar

Kent DC, Park R. Flexural members with confined concrete. Journal of Structural Division ASCE 1971; 97(7):1969-90.10.1061/JSDEAG.0002957Search in Google Scholar

Sheikh SA, Uzumeri SM. Analytical model for concrete confinement in tied columns. Journal of Structural Division ASCE 1982;108(12): 2703-22.10.1061/JSDEAG.0006100Search in Google Scholar

Saatcioglu M, Razvi SR. Strength and ductility of confined concrete. Journal of Structural Engineering 1992; 118(6):1590-607.10.1061/(ASCE)0733-9445(1992)118:6(1590)Search in Google Scholar

Chung HS, Yang KH, Lee YH, Eun HC. Stress-strain curve of laterally confined concrete. Engineering Structures 2002;24:1153-63.10.1016/S0141-0296(02)00049-4Search in Google Scholar

Dundar C, Tokgoz S, Tanrikulu A.K, Baran T, Behavior of reinforced and concrete-encased composite columns subjected to biaxial bending and axial load. Building and environment 2007.10.1016/j.buildenv.2007.02.010Search in Google Scholar

RPA 2003, rčglement parasismique algérien (Algerian Code, in French). Ministčre de l'Habitat, Algeria.Search in Google Scholar

Hsu C.T.T., Analysis and Design of Square and Rectangular Columns by Equation of Failure Surface, ACI Structural Journal, Technical paper, title no 85-S20, 1988, pp 167-179.10.14359/2730Search in Google Scholar

Commission of the European Communities (CEC). Design of composite steel and concrete structures. Brussels: Eurocode 4; 1984.Search in Google Scholar