Akin, EmreOzcebe, GuneyCanbay, ErdemBinici, Baris2020-03-262020-03-2620141090-02681943-5614https://dx.doi.org/10.1061/(ASCE)CC.1943-5614.0000426https://hdl.handle.net/20.500.12395/31031In the last decade, a new strengthening methodology has been developed for reinforced concrete (RC) frames with hollow clay tile (HCT) infill walls by means of diagonally applied carbon fiber-reinforced polymer (CFRP) fabrics. In the experimental part of a study conducted by the authors, this user-friendly methodology was experimentally investigated considering different aspect (height/width) ratios of the infill walls. In this study, first a numerical model of the FRP strengthened infill walls strengthened with the proposed methodology is developed. Afterwards, the numerical simulation results are validated by use of experimental response curves and finally, a parametric study, which further investigates the effect of aspect ratio of HCT infill walls is presented.en10.1061/(ASCE)CC.1943-5614.0000426info:eu-repo/semantics/closedAccessInfill wallsNumerical modelsReinforced concreteRehabilitationFiber-reinforced materialsArticle182Q1WOS:000332830800014Q1