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Multi-Objective Optimization of FRP Jackets for Improving the Seismic Response of Reinforced Concrete Frames

机译:FRP夹套的多目标优化,以改善钢筋混凝土框架的地震反应

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摘要

In this study, a multi-objective Genetic Algorithm (GA) optimization procedure is proposed for the seismic retrofitting of Reinforced Concrete (RC) building frames via Fiber-Reinforced Polymer (FRP) jackets. The optimization problem is solved via numerically efficient but accurate Finite-Element (FE) models able to take into account the strengthening and ductility increase contribution for a given FRP jacketing configuration. Based on a reference RC frame case study, an optimization approach aimed to maximize the frame ductility and minimize the FRP volume/cost is proposed, by taking into account different FRP jackets thicknesses for the internal and external columns and well as for each separate frame floor. In doing so, careful consideration is paid also to the expected collapse mechanism for the frame and the approach to embed a further objective able to control the collapse mechanism into the procedure is described. The results show the potential of the approach, which not only provides the entire Pareto Front of the multi-objective optimization problem, but also allows for general considerations about the influence of the design variables on the response of a given RC building.
机译:在这项研究中,提出了一种多目标遗传算法(GA)优化程序,用于通过纤维增强聚合物(FRP)护套对钢筋混凝土(RC)建筑框架进行抗震改造。通过数字高效但精确的有限元(FE)模型解决了优化问题,该模型能够考虑给定FRP护套配置的增强和延性增加贡献。在参考RC框架案例研究的基础上,通过考虑内部和外部立柱以及每个单独的框架地板的不同FRP护套厚度,提出了一种旨在最大化框架延展性并最小化FRP体积/成本的优化方法。 。这样做时,还仔细考虑了框架的预期塌陷机构,并描述了将能够控制塌陷机构的另一目的嵌入程序的方法。结果显示了该方法的潜力,该方法不仅提供了多目标优化问题的整个Pareto Front,而且还考虑了设计变量对给定RC建筑物响应的影响的一般考虑。

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