Prediction of hysteretic behavior for displacement-amplified braces by theory, data-driven, and hybrid approaches

To address the significant deviations in the prediction of the initial stiffness of self-centering braces (SCBs) caused by pin-hole clearance, this study investigates the displacement-amplified sloped-friction self-centering brace (DS-SCB) using theoretical calculation and intelligent prediction methods. A mechanical model for pin connections, consisting of three sets of springs connected in series, was established, and the corresponding analytical equation was derived. Subsequently, a refined high-dimensional finite element dataset was constructed for DS-SCBs with two displacement amplification ratios. Three approaches, namely the theoretical model, the data-driven model, and the hybrid data-physics model, were employed to predict the hysteretic behavior of the DS-SCB considering the strong nonlinearity of the initial stiffness. Finally, based on the distribution of pin-hole clearance, the statistical characteristics of the DS-SCB initial stiffness ratio were analyzed. The results indicate that the initial stiffness of the DS-SCB is significantly affected by pin-hole clearance. Compared with the purely data-driven model, the hybrid data-physics model incorporating physical monotonicity effectively suppresses nonphysical fluctuations, achieves a high coefficient of determination ( R 2 > 0.98), and reduces the root mean square error (RMSE) from 0.8195 to 0.4734 and from 0.9625 to 0.5374 for the 1:2 and 1:3 braces, respectively. Furthermore, the physics-based equation improves prediction efficiency in the post-yield stage. Statistical analysis shows that the initial stiffness ratio of the DS-SCB can be approximated by a normal distribution, and its dispersion increases with the displacement amplification ratio.

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Publication Details

Journal
Structures
Published
2026-09-24
DOI
https://doi.org/10.1016/j.istruc.2026.113130
Primary Topic
Seismic Performance and Analysis
Type
article
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Prediction of hysteretic behavior for displacement-amplified braces by theory, data-driven, and hybrid approaches

Chang Huang, Yulong Feng, Yue Wang, Xun Chong et al.
Structures
Seismic Performance and Analysis
article

Prediction of hysteretic behavior for displacement-amplified braces by theory, data-driven, and hybrid approaches

Chang Huang, Yulong Feng, Yue Wang, Xun Chong, Junqi Huang, Qing Jiang
article en

Abstract

To address the significant deviations in the prediction of the initial stiffness of self-centering braces (SCBs) caused by pin-hole clearance, this study investigates the displacement-amplified sloped-friction self-centering brace (DS-SCB) using theoretical calculation and intelligent prediction methods. A mechanical model for pin connections, consisting of three sets of springs connected in series, was established, and the corresponding analytical equation was derived. Subsequently, a refined high-dimensional finite element dataset was constructed for DS-SCBs with two displacement amplification ratios. Three approaches, namely the theoretical model, the data-driven model, and the hybrid data-physics model, were employed to predict the hysteretic behavior of the DS-SCB considering the strong nonlinearity of the initial stiffness. Finally, based on the distribution of pin-hole clearance, the statistical characteristics of the DS-SCB initial stiffness ratio were analyzed. The results indicate that the initial stiffness of the DS-SCB is significantly affected by pin-hole clearance. Compared with the purely data-driven model, the hybrid data-physics model incorporating physical monotonicity effectively suppresses nonphysical fluctuations, achieves a high coefficient of determination ( R 2 > 0.98), and reduces the root mean square error (RMSE) from 0.8195 to 0.4734 and from 0.9625 to 0.5374 for the 1:2 and 1:3 braces, respectively. Furthermore, the physics-based equation improves prediction efficiency in the post-yield stage. Statistical analysis shows that the initial stiffness ratio of the DS-SCB can be approximated by a normal distribution, and its dispersion increases with the displacement amplification ratio.

StructuresVol. 93
Hefei University of Technology (CN), Beijing Building Construction Research Institute (China) (CN), Central Research Institute of Building and Construction (China) (CN)
Openalex Percentile: Top 17%
Seismic Performance and Analysis
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