An improved Hilbert-Huang transform method for modal parameter identification of a high arch dam
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Publication:2056565
DOI10.1016/J.APM.2020.09.048zbMath1481.70069OpenAlexW3092493148MaRDI QIDQ2056565
Zimeng Zhong, Bin Xie, Yun You, Bowen Wei, Huokun Li
Publication date: 8 December 2021
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.apm.2020.09.048
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Signal theory (characterization, reconstruction, filtering, etc.) (94A12) Modal analysis in linear vibration theory (70J10)
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Cites Work
- System identification methods for (operational) modal analysis: review and comparison
- Optimized prediction model for concrete dam displacement based on signal residual amendment
- Dynamic inversion method for the material parameters of a high arch dam and its foundation
- One or Two Frequencies? The Empirical Mode Decomposition Answers
- Modal participation in multiple input Ibrahim time domain identification
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