4.7 Article

A multi-objective optimization framework for seismic resilience enhancement of typical existing RC buildings

Journal

JOURNAL OF BUILDING ENGINEERING
Volume 52, Issue -, Pages -

Publisher

ELSEVIER
DOI: 10.1016/j.jobe.2022.104361

Keywords

Multi-objective optimization framework; Seismic resilience index; Composite materials; Genetic algorithm; Retrofitting materials

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Structural retrofitting is a common method to increase the resilience of existing buildings against earthquakes. This study proposes a multi-objective framework to select retrofit patterns that optimize seismic resilience and cost. The results show that retrofitting reduces sensitivity to earthquakes and improves performance in higher intensity scenarios.
Structural retrofitting is a common approach to increase the resilience of the existing buildings (e. g., office buildings) in the industrial (e.g., refinery) sites against earthquakes. In this study, a typical RC structure that used as operational office building is considered, for which a multi objective framework is proposed to select the retrofit patterns that are optimized for seismic resilience index and cost of retrofit of these buildings. For this purpose, three different jacketing materials (i.e., Steel, CFRP and GFRP) with four various thicknesses for each one (1.2, 2.4, 3.6 and 4.8 mm for Steel, and 1 to 4 plies for CFRP and GFRP) are chosen to retrofit these buildings. In addition, six different plans are considered for the retrofit designs. Besides, three seismic intensity levels from low to severe seismic intensities with different distances ranging from near-to far-field are taken into account to determine the sensitivity of responses. For each scenario, the fragility values for calculating the seismic resilience index, and the cost of retrofit are obtained, and then the optimal set of solutions is calculated by applying the well-established non-dominated sorting genetic algorithm II. The results show that the structural retrofitting not only reduces the sensitivity of the structural response to different seismic inputs in a limited range, but also improves the performance of the structure in terms of resilience index especially at higher intensities. The proposed framework provides a method for decision makers to choose optimal retrofit strategies that minimize the corresponding costs, while achieving a predesigned resilience's level for an infrastructure system.

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