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.
Authors
- Chang Huang (ORCID: https://orcid.org/0000-0002-9836-8166)
- Yulong Feng (ORCID: https://orcid.org/0000-0002-0135-9854)
- Yue Wang (ORCID: https://orcid.org/0000-0003-0098-5359)
- Xun Chong (ORCID: https://orcid.org/0000-0002-2105-0838)
- Junqi Huang
- Qing Jiang
Institutions
- Hefei University of Technology (CN)
- Beijing Building Construction Research Institute (China) (CN)
- Central Research Institute of Building and Construction (China) (CN)
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
- Field-Weighted Citation Impact
- 0.00