Abstract
In this paper, a new version of the improved multi-objective pathfinder algorithm optimization method is suggested to the reinforced concrete frames’ seismic retrofit using fiber reinforced polymer jacketing. This new algorithm is called The fractional‑order pathfinder algorithm. The optimization problem is determined by numerically effective and precise finite element models capable to consider the ductility and strengthening increment contribution for the FRP jacket. According to the reinforced concrete frame case study, an optimization method intended for maximizing ductility of the frame and minimizing the FRP cost or size is suggested by considering the various FRP jacketing thicknesses for the interior and exterior columns and also for every frame floor. As well as particular attention is given to the anticipated mechanism of collapse in the frame and the method for embedding more objective ability for controlling the mechanism of collapse to the method is defined. Based on the obtained outcomes, the method potential, it gives the complete Pareto front for the multi-objective optimization problem and provides total considerations for the design variables’ impact to the RC structure’s response.
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06 March 2024
This article has been retracted. Please see the Retraction Notice for more detail: https://doi.org/10.1007/s12530-024-09578-5
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Wang, C., Li, W. & Rodriguez, D. RETRACTED ARTICLE: Optimization of FRP jacket by fractional‑order pathfinder algorithm to improve the reinforced concrete frames' seismic response. Evolving Systems 13, 589–601 (2022). https://doi.org/10.1007/s12530-021-09407-z
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DOI: https://doi.org/10.1007/s12530-021-09407-z