Optimized prediction model for concrete dam displacement based on signal residual amendment

DOI10.1016/J.APM.2019.09.046zbMath1481.62124OpenAlexW2979012513MaRDI QIDQ1988836

Liangjie Chen, Dongyang Yuan, Gang Wang, Bowen Wei, Huokun Li

Publication date: 24 April 2020

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2019.09.046

zbMATH Keywords

concrete damautoregressive integrated moving average modeldisplacement forecastresidual sequencesupport vector machine regression model

Mathematics Subject Classification ID

Inference from stochastic processes and prediction (62M20) Applications of statistics in engineering and industry; control charts (62P30)

Related Items (2)

An improved Hilbert-Huang transform method for modal parameter identification of a high arch dam ⋮ Prediction of arch dam deformation via correlated multi-target stacking

Cites Work

• Dynamic non-probabilistic reliability evaluation and service life prediction for arch dams considering time-varying effects
• Application of an artificial immune algorithm on a statistical model of dam displacement
• A theory for multiresolution signal decomposition: the wavelet representation

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