TY - JOUR
T1 - Deep learning-based surrogate capacity models and multi-objective fragility estimates for reinforced concrete frames
AU - Xing, Lili
AU - Gardoni, Paolo
AU - Song, Ge
AU - Zhou, Ying
N1 - This research was funded by the National Natural Science Foundation of China (No. 52308508 ), the Natural Science Foundation of Shandong Province (No. ZR2023QE154 ), and the Natural Science Foundation of Qingdao Municipality (No. 23-2-1-98-zyyd-jch ). The authors are grateful for the financial support received from these organizations.
PY - 2025/5/15
Y1 - 2025/5/15
N2 - This paper proposes surrogate capacity models for reinforced concrete frames (RCFs) using deep neural networks (DNNs) and Transformers to address the strong nonlinearity in structural deformation. After validating the finite element modeling method, an extensive stochastic finite element analysis is conducted to construct a comprehensive capacity database. The hyperparameters for the DNN architecture are initially determined, balancing accuracy with model complexity to finalize the surrogate capacity models. However, due to the strong nonlinearity in deformation-related surrogate models, lower accuracies are observed, which are further improved by applying a logarithmic transformation and the more advanced Transformer model. Despite these enhancements, the accuracy achieved by standard DNNs remains the most optimal, indicating their suitability for this task. Considering uncertainties in input features and neural network hyperparameters, fragility estimates for example RCFs are rapidly predicted using the surrogate capacity models. The fragility assessment indicates that the peak deformation is strongly influenced by structural nonlinearity among all output responses.
AB - This paper proposes surrogate capacity models for reinforced concrete frames (RCFs) using deep neural networks (DNNs) and Transformers to address the strong nonlinearity in structural deformation. After validating the finite element modeling method, an extensive stochastic finite element analysis is conducted to construct a comprehensive capacity database. The hyperparameters for the DNN architecture are initially determined, balancing accuracy with model complexity to finalize the surrogate capacity models. However, due to the strong nonlinearity in deformation-related surrogate models, lower accuracies are observed, which are further improved by applying a logarithmic transformation and the more advanced Transformer model. Despite these enhancements, the accuracy achieved by standard DNNs remains the most optimal, indicating their suitability for this task. Considering uncertainties in input features and neural network hyperparameters, fragility estimates for example RCFs are rapidly predicted using the surrogate capacity models. The fragility assessment indicates that the peak deformation is strongly influenced by structural nonlinearity among all output responses.
KW - Transformer
KW - deep neural network
KW - fragility estimate
KW - reinforced concrete frames
KW - sensitivity analysis
KW - surrogate capacity models
UR - http://www.scopus.com/inward/record.url?scp=105000138681&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=105000138681&partnerID=8YFLogxK
U2 - 10.1016/j.cma.2025.117928
DO - 10.1016/j.cma.2025.117928
M3 - Article
AN - SCOPUS:105000138681
SN - 0045-7825
VL - 440
JO - Computer Methods in Applied Mechanics and Engineering
JF - Computer Methods in Applied Mechanics and Engineering
M1 - 117928
ER -