FIBRE BEAM-COLUMN MODEL FOR NON-LINEAR ANALYSIS OF R/C FRAMES: PART I. FORMULATION

• Published in: Earthquake engineering & structural dynamics Vol. 25; no. 7; pp. 711 - 725
• Main Authors: SPACONE, E., FILIPPOU, F. C., TAUCER, F. F.
• Format: Journal Article
• Language: English
• Published: New York John Wiley & Sons, Ltd 01.07.1996; Wiley
• Subjects: Applied sciences; Buildings. Public works; cyclic behaviour; dynamic response; Exact sciences and technology; flexibility method; RC frames; Stresses. Safety; Structural analysis. Stresses; Dynamic response; Earthquake engineering; Stress strain relation; Theoretical study; Flexibility matrix; Beam column structure; Earthquakeproof construction; Structure soil interaction; Reinforced concrete
• ISSN: 0098-8847; 1096-9845
• DOI: 10.1002/(SICI)1096-9845(199607)25:7<711::AID-EQE576>3.0.CO;2-9

This paper presents a fibre beam–column element for the non‐linear static and dynamic analysis of reinforced concrete frames. It is assumed that plane sections remain plane and normal to the longitudinal axis. The effects of shear and bond‐slip are, thus, presently neglected. The non‐linear hysteretic behaviour of the element derives from the constitutive relations of concrete and reinforcing steel fibres into which each section is divided. The element formulation is flexibility‐based and relies on force interpolation functions that strictly satisfy the equilibrium of bending moments and axial force along the element. Since the element does not make use of displacement interpolation functions, an iterative algorithm is needed for the determination of the resisting forces during the element state determination. The proposed algorithm is accurate and stable, even in the presence of strength loss, and is, thus, capable of tracing very well the highly non‐linear behaviour of R/C members under cyclic load combinations of bending moment and axial force.