Automatic modal identification of bridges based on free vibration response and variational mode decomposition technique
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[1] D. De Domenico,et al. Quality control and safety assessment of prestressed concrete bridge decks through combined field tests and numerical simulation , 2022, Structures.
[2] Boming Zhao,et al. Quantitative identification of near-fault pulse-like ground motions based on variational mode decomposition technique , 2021, Soil Dynamics and Earthquake Engineering.
[3] D. De Domenico,et al. A Combined Experimental-Numerical Framework for Assessing the Load-Bearing Capacity of Existing PC Bridge Decks Accounting for Corrosion of Prestressing Strands , 2021, Materials.
[4] Firas A. Khasawneh,et al. Guidelines for Optimizing the Error in Area Ratio Damping Estimation Method , 2021, Volume 10: 33rd Conference on Mechanical Vibration and Sound (VIB).
[5] E. Cosenza,et al. Assessment of existing reinforced‐concrete bridges under road‐traffic loads according to the new Italian guidelines , 2021, Structural Concrete.
[6] Qinyuan Huang,et al. A parameter-optimized variational mode decomposition method using salp swarm algorithm and its application to acoustic-based detection for internal defects of arc magnets , 2021 .
[7] Alison Raby,et al. Understanding and managing identification uncertainty of close modes in operational modal analysis , 2021, Mechanical Systems and Signal Processing.
[8] Ting-Hua Yi,et al. Modal Identification of High-Speed Railway Bridges through Free-Vibration Detection , 2020 .
[9] Ayan Sadhu,et al. Empirical mode decomposition and its variants: a review with applications in structural health monitoring , 2020, Smart Materials and Structures.
[10] Qing Chen,et al. Application of optimized variational mode decomposition based on kurtosis and resonance frequency in bearing fault feature extraction , 2019, Trans. Inst. Meas. Control.
[11] B. Mann,et al. Optimizing logarithmic decrement damping estimation through uncertainty propagation , 2019, Journal of Sound and Vibration.
[12] Fuyou Xu,et al. Variational mode decomposition based modal parameter identification in civil engineering , 2019, Frontiers of Structural and Civil Engineering.
[13] Giuseppe Quaranta,et al. Experimental dynamic characterization of a new composite glubam-steel truss structure , 2019, Journal of Building Engineering.
[14] Chien-Chou Chen,et al. Investigation of modal damping ratios for stay cables based on stochastic subspace identification with ambient vibration measurements , 2019, Advances in Structural Engineering.
[15] Hong Hao,et al. Time‐varying system identification using variational mode decomposition , 2018 .
[16] Abdollah Bagheri,et al. Structural system identification based on variational mode decomposition , 2018 .
[17] Giuseppe Quaranta,et al. Energy harvesting from electrospun piezoelectric nanofibers for structural health monitoring of a cable-stayed bridge , 2016 .
[18] Dominique Zosso,et al. Variational Mode Decomposition , 2014, IEEE Transactions on Signal Processing.
[19] Valana Wells,et al. Modal parameter identification using the log decrement method and band-pass filters , 2011 .
[20] Ž. Nakutis,et al. Bridge vibration logarithmic decrement estimation at the presence of amplitude beat , 2011 .
[21] Filipe Magalhães,et al. Damping Estimation Using Free Decays and Ambient Vibration Tests , 2010 .
[22] Yi-Qing Ni,et al. A new approach to identification of structural damping ratios , 2007 .
[23] Shih-Lin Hung,et al. A Wavelet‐Based Approach to Identifying Structural Modal Parameters from Seismic Response and Free Vibration Data , 2005 .
[24] Sergio Lagomarsino,et al. The dynamical identification of the tensile force in ancient tie-rods , 2005 .
[25] Michelangelo Laterza,et al. Field testing of low-rise base isolated building , 2004 .
[26] Paolo Clemente,et al. Experimental modal analysis of the Garigliano cable-stayed bridge , 1998 .
[27] N. Huang,et al. The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis , 1998, Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.
[28] Hiroshi Zui,et al. Practical Formulas for Estimation of Cable Tension by Vibration Method , 1980 .
[29] S. R. Ibrahim. Random Decrement Technique for Modal Identification of Structures , 1977 .
[30] Lun-hai Zhi,et al. Modal parameter estimation of civil structures based onimproved variational mode decomposition , 2021 .
[31] Li Xiao-long,et al. Damping Analysis on Steel Strand Cables of A Cable-Stayed Bridge Based on Field tests * , 2014 .
[32] Zhi Fang,et al. Practical Formula for Cable Tension Estimation by Vibration Method , 2012 .
[33] Masatsugu Nagai,et al. Vibration-based Structural Health Monitoring for Bridges using Laser Doppler Vibrometers and MEMS-based Technologies , 2009 .