Journal of Composites Science· 2026Q1
Parametric Seismic Analysis of FRP-Strengthening Length at Beam and Column Ends of Existing RC Frames
- 0citations
- Q1SCImago
- 2026year
Short summary
Column-end FRP strengthening increased peak load by up to 40.7% and governed initial stiffness, while beam-end strengthening increased peak load by up to 53.2% and controlled post-yield stiffness degradation and energy dissipation.
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