Automatic modal identification of bridges based on free vibration response and variational mode decomposition technique

[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 .