Numerical and experimental verifications on damping identification with model updating and vibration monitoring data

논문상세정보

' Numerical and experimental verifications on damping identification with model updating and vibration monitoring data' 의 참고문헌

  • The damping analysis of experimental concrete beams under free-vibration
    Salzmann, A. Adv. Struct. Eng 6 1 53-64 [2003]
  • Substructure damage identification based on wavelet domain response reconstruction
    Li, J. Struct. Health Monit 13 4 389-405 [2014]
  • Substructure damage identification based on response reconstruction in frequency domain and model updating
    Li, J. Eng. Struct 41 270-284 [2012]
  • Structural system identification in time domain using measured acceleration
    Kang, J. S. J. Sound Vib., 288(1-2) 21 5-234 [2005]
  • Structural damping identification based on an iterative regularization method
    Ding, Y. J. Sound Vib 330 10 2281-2298 [2011]
  • Structural damage identification with power spectral density transmissibility: numerical and experimental studies
    Jun Li Smart Structures and Systems, An International Journal 15 1 15-40 [2015]
  • Structural damage identification based on genetically trained ANNs in beams
    Luo Hui Smart Structures and Systems, An International Journal 15 1 227-244 [2015]
  • Singular spectrum analysis for enhancing the sensitivity in structural damage detection
    Liu, K. J. Sound Vib 333 2 392-417 [2014]
  • Reliability-based assessment of steel bridge deck using a mesh-insensitive structural stress method
    X.W. Ye Smart Structures and Systems, An International Journal 16 2 367-382 [2015]
  • Regularised finite element model updating using measured incomplete modal data
    Chen, H. P. J. Sound Vib 333 21 5566-5582 [2014]
  • On the use of the half-power bandwidth method to estimate damping in building structures
    Papagiannopoulos, G. A. Soil Dynam. Earthq. Eng 31 7 1075-1079 [2011]
  • On the solution of Ill-posed problems and the method of regularization
    Tikhonov, A. N. Soviet Mathematics 4 1035-1038 [1963]
  • Multiaxial sensor placement optimization in structural health monitoring using distributed wolf algorithm
    Yi, T. H. Struct. Control Health Monit 23 4 719-734 [2016]
  • Modal identification of Di Wang Building under typhoon York using the Hilbert–Huang transform method
    Xu, Y. Struct. Des. Tall Spec. Build 12 1 21-47 [2003]
  • Image-based structural dynamic displacement measurement using different multi-object tracking algorithms
    X.W. Ye Smart Structures and Systems, An International Journal 17 6 935-956 [2016]
  • Force monitoring of steel cables using vision-based sensing technology: methodology and experimental verification
    X.W. Ye Smart Structures and Systems, An International Journal 18 3 585-599 [2016]
  • Evaluation of the half‐ power bandwidth method to estimate damping in systems without real modes
    Olmos, B. A. Earthq. Eng. Struct. D 39 14 1671-1686 [2010]
  • Dynamics of Structures
    Chopra, A. K. - [1995]
  • Dynamical analysis of transmission line cables. Part 2-damping estimation
    Barbieri, N. Mech. Syst. Signal Pr 18 3 671-681 [2004]
  • Dynamic assessment of shear connectors in composite bridges with ambient vibration measurements
    Li, J. Adv. Struct. Eng 17 5 617-638 [2014]
  • Damping ratio identification using a continuous wavelet transform to vortex-induced motion of a Truss Spar
    Zhang, H. Ships Offshore Struct 9 6 596-604 [2014]
  • Damping identification with the Morlet-wave
    Slavič, J. Mech. Syst. Signal Pr 25 5 1632-1645 [2011]
  • Damping estimation of an offshore wind turbine on a monopile foundation
    Devriendt, D. IET Renew. Power Generation 7 4 401-412 [2013]
  • Damping estimation by frequency domain decomposition
    Brincker, R. 2001- [2001]
  • Damage detection of shear connectors under moving loads with relative displacement measurements
    Li, J. Mech. Syst. Signal Pr., 60-61 12 4-150 [2015]
  • Classical normal modes in damped linear dynamic systems
    Caughey, T. J. Appl. Mech. -ASME 32 3 583-588 [1965]
  • Application of wavelet transform for identification of modal parameters of nonstationary systems
    Uhl, T. J. Theoretical Appl. Mech 43 277-296 [2005]
  • Analysis of discrete Ill-posed problems by means of the L-curve
    Hansen, P. C. SIAM Review 34 4 561-580 [1992]
  • An identification method for damping ratio in rotor systems
    Wang, W. Mech. Syst. Signal Pr., 68-69 53 6-554 [2016]
  • An eigensystem realization algorithm for modal parameter identification and model reduction
    Juang, J. N. J. Guid. Control Dynam 8 5 620-627 [1985]
  • An approach for reducing computational requirements in modal identification
    Ibrahim, S. AIAA J 24 10 1725-1727 [1956]
  • An analysis of higher order effects in the half power method for calculating damping
    Wang, I. J. Appl. Mech. -ASME 78 1 014501- [2011]
  • A new swarm intelligent optimization algorithm: Pigeon Colony Algorithm (PCA)
    Ting-Hua Yi Smart Structures and Systems, An International Journal 18 3 425-448 [2016]
  • A new approach to identification of structural damping ratios
    Huang, F. L. J. Sound Vib., 303(1-2) 14 4-153 [2007]
  • A method of computation for structural dynamics
    Newmark, N. W. J. Eng. Mech. Div. – ASCE 85 3 67-94 [1959]
  • A method for damping matrix identification using frequency response data
    Pradhan, S. Mech. Syst. Signal Pr 33 69-82 [2012]