核心概念
The author presents a novel physics-informed machine learning method to model seismic responses of nonlinear structures by incorporating scientific principles and physical laws into deep neural networks.
要約
The content discusses the development of a physics-informed machine learning method for predicting seismic responses of nonlinear steel moment resisting frame structures. It highlights the challenges faced by traditional numerical simulations and the benefits of incorporating physics into machine learning models. The proposed method combines LSTM networks, model order reduction, and Newton's second law to improve accuracy, interpretability, and robustness in seismic response prediction.
統計
"A dataset of seismically designed archetype ductile planar steel moment resistant frames under horizontal seismic loading is considered for evaluation."
"The total dataset comprised 81 one-story, 149 five-story, 122 nine-story, 78 fourteen-story, and 38 nineteen-story steel moment frames."
引用
"Model order reduction is essential for handling structural systems with inherent redundancy and enhancing model efficiency."
"The LSTM network captures temporal dependencies, enabling accurate prediction of time series responses."