Seismic Evaluation and Rehabilitation of Structures by Alper Ilki & Michael N. Fardis

Author:Alper Ilki & Michael N. Fardis
Language: eng
Format: epub
Publisher: Springer International Publishing, Cham

Fig. 14.3FRP strengthening system details (DPC-ReLUIS Guidelines 2011): (a) SRP uniaxial system to sustain horizontal actions due to strong infills; (b) L-shaped FRP laminates at beam column connection; (c) Shear capacity increase of beam column joint panel; (d) Column end confinement; (e) Beam end FRP wrapping; (f) FRP strengthened joint

(ii)Shear capacity increase of beam-column joint panel. It can be achieved through the application of composites with fibres placed along the principal tensile stresses (i.e. quadriaxial FRP laminates) as depicted in Fig. 14.3c;

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