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Volumn , Issue , 2008, Pages

Determination ofmodal parameters ofa cable-stayed bridge using continuous wavelet transformation

Author keywords

Cable stayed bridge; Field test; Modal identification; Wavelet transform

Indexed keywords

AMBIENT VIBRATION TEST; CONTINUOUS WAVELET TRANSFORM; CONTINUOUS WAVELET TRANSFORMATION; DAMPING RATIO; DYNAMIC CHARACTERISTICS; DYNAMIC PARAMETERS; FIELD TEST; FINITE ELEMENT; FINITE ELEMENT MODELS; INITIAL CONDITIONS; LONG-TERM SAFETY; MODAL IDENTIFICATION; MODAL SHAPE; TORSIONAL DIRECTIONS; WIND FIELD;

EID: 84870977020     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (1)

References (6)
  • 1
    • 19944407813 scopus 로고    scopus 로고
    • Dynamic testing and system identification of a highway bridge
    • Taipei, Taiwan, (in Chinese)
    • Chen, C. H., Lu, L. Y. and Yang, Y. B. (1997), "Dynamic testing and system identification of a highway bridge, "Structural Engineering, Taipei, Taiwan, 12(3), 3-22 (in Chinese).
    • (1997) Structural Engineering , vol.12 , Issue.3 , pp. 3-22
    • Chen, C.H.1    Lu, L.Y.2    Yang, Y.B.3
  • 2
    • 19944373096 scopus 로고    scopus 로고
    • Structural identification from field measurement data using a neural network
    • Chen, C. H. (2005), "Structural identification from field measurement data using a neural network, " Journal of Smart Materials and Structures, 14, S104-S115.
    • (2005) Journal of Smart Materials and Structures , vol.14
    • Chen, C.H.1
  • 3
    • 0035966999 scopus 로고    scopus 로고
    • Structural identification from ambient vibration measurement using the multivarible AR Model
    • Huang, C. S. (2001), "Structural identification from ambient vibration measurement using the multivarible AR Model, " J. Sound and Vibration, 241(3), 337-359.
    • (2001) J. Sound and Vibration , vol.241 , Issue.3 , pp. 337-359
    • Huang, C.S.1
  • 4
    • 28144442922 scopus 로고    scopus 로고
    • A wavelet-based approach to identifying structural modal parameters from seismic response and free vibration data
    • Huang, C. S., Hung, S. L., Lin, C. J., and Su, W. C. (2005), "A wavelet-based approach to identifying structural modal parameters from seismic response and free vibration data, " Computer-Aided Civil and Infrastructure Engineering, 20, 408-423.
    • (2005) Computer-Aided Civil and Infrastructure Engineering , vol.20 , pp. 408-423
    • Huang, C.S.1    Hung, S.L.2    Lin, C.J.3    Su, W.C.4
  • 5
    • 33846833772 scopus 로고    scopus 로고
    • Identification of modal parameters of a time invariant linear system by continuous wavelet transformation
    • Huang, C. S., and Su, W. C. (2007), "Identification of modal parameters of a time invariant linear system by continuous wavelet transformation, " Mechanical Systems and Signal Processing, 21, 1642-1664.
    • (2007) Mechanical Systems and Signal Processing , vol.21 , pp. 1642-1664
    • Huang, C.S.1    Su, W.C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.