• DocumentCode
    2004444
  • Title

    Instantaneous wave number based structural damage detection

  • Author

    Yinfeng, Dong ; Xupeng, Li ; Fan, Jiang

  • Author_Institution
    Coll. of Civil Eng., Chongqing Univ., Chongqing, China
  • fYear
    2011
  • fDate
    16-18 Sept. 2011
  • Firstpage
    5299
  • Lastpage
    5301
  • Abstract
    A method based on instantaneous wave number is proposed for structural damage detection, which is designated to describe the change of structural dynamic properties with time caused by damage. Based on the wave theory, the derivation of wave number is introduced first. Then, the method for modal parameter identification and instantaneous wave number calculation using time-varying vector autoregressive moving average (VARMA) model is depicted. Finally, the instantaneous wave number is used as the index to identify the damage of structures. Analysis results of an actual structure show that the occurrence and developing process of structural damages can be precisely identified using this index, as well, the severity of damage can be indicated exactly by spikes of instantaneous wave number.
  • Keywords
    autoregressive moving average processes; structural engineering; instantaneous wave number; modal parameter identification; structural damage detection; structural dynamic properties; time-varying vector autoregressive moving average model; wave theory; Bismuth; Civil engineering; Earthquakes; Educational institutions; History; Indexes; Laboratories; Damage detection; VARMA model; Wave number; Wave theory;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electrical and Control Engineering (ICECE), 2011 International Conference on
  • Conference_Location
    Yichang
  • Print_ISBN
    978-1-4244-8162-0
  • Type

    conf

  • DOI
    10.1109/ICECENG.2011.6058465
  • Filename
    6058465