Abstract
Purpose Ongoing research indicates that structures with infill panels manifest distinct seismic responses, necessitating further investigation. This study aims to introduce a novel methodology for determining the response modification factor (RMF) of reinforced concrete (RC) moment-resisting frames and investigate the impact of infill sandwich panels on these structures. Design/methodology/approach Using SAP2000 software, 84 RC frames were meticulously designed and analyzed, followed by the development of a predictive model using genetic programming and GeneXpro Tools software to calculate the RMF values. The results underscore the efficacy of gene expression programming (GEP) in determining the RMF of RC moment-resisting frames. Findings The study’s results reveal that the variations in the yield stress of longitudinal reinforcements within the range of 340 to 400 MPa and changes in the design base acceleration have a minimal impact on the RMF value. For RC moment-resisting frames with infill sandwich panels, the RMF value decreases as the span length to storey height ratio (L/H) increases, while it increases with a higher number of storeys. Conversely, for RC frames without infill sandwich panels, the RMF decreases with an increase in the number of storeys. However, no consistent pattern emerges for the RMF with changes in the L/H ratio, highlighting the nonuniform effect of altering this ratio on RMF. Originality/value The proposed formula in this study is very effective in predicting the RMF and can assist engineers in the seismic design of RC structures.
Published Version
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