Structural response prediction of large-scale foundation pit based on multi-stage clustering and LSTM
摘要
Timely monitoring and prediction of structural response can effectively prevent structural damage. However, the monitoring data of large civil structures such as foundation pits are typically diverse, voluminous, and heterogeneous, thereby posing significant challenges to the development of accurate predictive models. This paper proposes a structural response prediction framework for handling a large amount of complex monitoring data. The framework incorporates a two-stage clustering process and a lightweight Long Short-Term Memory (LSTM) prediction network. The former first combines similar physical quantities through hierarchical clustering, followed by an effective grouping of monitoring points through improved