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dc.contributor.authorAhmad Tarawneh
dc.contributor.authorGhassan Almasabha
dc.contributor.authorYasmin Murad
dc.date.accessioned2022-08-18T12:29:13Z
dc.date.available2022-08-18T12:29:13Z
dc.date.issued2022/05/19
dc.identifier.other%28ASCE%29ST.1943-541X.0003389.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286693
dc.description.abstractPredicting the axial capacity and behavior of concentrically, eccentrically, and slender loaded fiber-reinforced polymer (FRP)-RC columns is not completely established, and the current design codes lack design provisions for FRP-RC columns. Rather, it requires ignoring the contribution of FRP bars in compression conservatively. To bridge this knowledge gap, this study proposes an artificial neural network (ANN)-based model capable of predicting the axial capacity and slenderness limit and constructing an interaction diagram for FRP-reinforced columns. The aforementioned model was trained with Bayesian regularization utilizing a comprehensive database of 241 tested FRP-RC columns. Parameters included in the model are column cross-sectional area, compressive strength, FRP elastic modulus, reinforcement ratio, eccentricity ratio, and slenderness ratio. The predictions of the ANN-based model match well with the experimental results of the compiled database; the model predictions have a COV of 15% and root-mean square error of 130 kN. In addition, a parametric study was conducted to investigate the effect of parameters and ensure the generalizability of the proposed model.
dc.publisherASCE
dc.titleColumnsNet: Neural Network Model for Constructing Interaction Diagrams and Slenderness Limit for FRP-RC Columns
dc.typeJournal Article
dc.journal.volume148
dc.journal.issue8
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0003389
dc.journal.fristpage04022089
dc.journal.lastpage04022089-12
dc.page12
dc.treeJournal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 008
dc.contenttypeFulltext


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