Analysis of arbitrary composite sections in biaxial bending and axial load
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[1] M. G. Sfakianakis,et al. Biaxial bending with axial force of reinforced, composite and repaired concrete sections of arbitrary shape by fiber model and computer graphics , 2002 .
[2] J. Y. Richard Yen. QUASI-NEWTON METHOD FOR REINFORCED-CONCRETE COLUMN ANALYSIS AND DESIGN , 1991 .
[3] S. Chan,et al. Biaxial bending design of arbitrarily shaped reinforced concrete column , 1993 .
[4] W. H. Tsao,et al. A nonlinear computer analysis of biaxially loaded L-shaped slender reinforced concrete columns , 1993 .
[5] J. Dario Aristizabal-Ochoa,et al. Biaxial Interaction Diagrams for Short RC Columns of Any Cross Section , 1999 .
[6] Miran Saje,et al. Analytical integration of stress field and tangent material moduli over concrete cross-sections , 2005 .
[7] Enrico Spacone,et al. FIBRE BEAM–COLUMN MODEL FOR NON‐LINEAR ANALYSIS OF R/C FRAMES: PART I. FORMULATION , 1996 .
[8] R. Brent. Table errata: Algorithms for minimization without derivatives (Prentice-Hall, Englewood Cliffs, N. J., 1973) , 1975 .
[9] P. Léger,et al. Multicriteria Capacity Envelopes for Biaxial Bending of Concrete Hydraulic Structures , 2010 .
[10] Troels Brondum-Nielsen. Ultimate Flexural Capacity of Cracked Polygonal Concrete Sections under Biaxial Bending , 1985 .
[11] João Batista M. Sousa,et al. Analytical integration of cross section properties for numerical analysis of reinforced concrete, steel and composite frames , 2007 .
[12] S. F. Chen,et al. DESIGN OF BIAXIALLY LOADED SHORT COMPOSITE COLUMNS OF ARBITRARY SECTION , 2001 .
[13] Luis Pallarés,et al. A numerical method to design reinforced concrete sections subjected to axial forces and biaxial bending based on ultimate strain limits , 2009 .
[14] K. H. Kwan,et al. COMPUTERIZED ULTIMATE STRENGTH ANALYSIS OF REINFORCED CONCRETE SECTIONS SUBJECTED TO AXIAL COMPRESSION AND BIAXIAL BENDING , 1985 .
[15] A. E. Charalampakis,et al. Full plastic capacity of equal angle sections under biaxial bending and normal force , 2011 .
[16] Apostolos Fafitis,et al. Interaction Surfaces of Reinforced-Concrete Sections in Biaxial Bending , 2001 .
[17] C. G. Chiorean. Computerised interaction diagrams and moment capacity contours for composite steel–concrete cross-sections , 2010 .
[18] A. E. Charalampakis,et al. Ultimate strength analysis of composite sections under biaxial bending and axial load , 2008, Adv. Eng. Softw..
[19] Luciano Rosati,et al. Ultimate strength analysis of reinforced concrete sections subject to axial force and biaxial bending , 1998 .
[20] C. Dundar,et al. Arbitrarily shaped reinforced concrete members subject to biaxial bending and axial load , 1993 .
[21] Víctor Yepes,et al. Heuristic optimization of RC bridge piers with rectangular hollow sections , 2010 .
[22] K. Roik,et al. Design method for composite columns with unsymmetrical cross-sections , 1990 .
[23] H. Saadatmanesh,et al. RC Beams Strengthened with FRP Plates. II: Analysis and Parametric Study , 1991 .
[24] Richard W. Furlong,et al. Ultimate Strength of Square Columns Under Biaxially Eccentric Loads , 1961 .
[25] Luciano Rosati,et al. Enhanced solution strategies for the ultimate strength analysis of composite steel-concrete sections subject to axial force and biaxial bending , 2008 .
[26] G. Alfano,et al. An unconditionally convergent algorithm for the evaluation of the ultimate limit state of RC sections subject to axial force and biaxial bending , 2007 .
[27] S. Popovics. A numerical approach to the complete stress-strain curve of concrete , 1973 .
[28] Manuel L. Romero,et al. A fast stress integration algorithm for reinforced concrete sections with axial loads and biaxial bending , 2004 .