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  1. 学術雑誌掲載済論文
  2. 洋雑誌

Assessment of vibration-based damage identification techniques using localized excitation source

https://kitami-it.repo.nii.ac.jp/records/8101
https://kitami-it.repo.nii.ac.jp/records/8101
da19510d-e03e-41e8-b77c-2887bf235e3d
名前 / ファイル ライセンス アクション
Beskhyroun_Figures_Revised.pdf Beskhyroun_Figures_Revised.pdf (1.2 MB)
Beskhyroun_Text_Revised.pdf Beskhyroun_Text_Revised.pdf (295.4 kB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2016-03-08
タイトル
言語 en
タイトル Assessment of vibration-based damage identification techniques using localized excitation source
言語
言語 eng
キーワード
主題Scheme Other
主題 Damage detection
キーワード
主題Scheme Other
主題 Modal parameters
キーワード
主題Scheme Other
主題 Vibration data
キーワード
主題Scheme Other
主題 Health monitoring
資源タイプ
資源 http://purl.org/coar/resource_type/c_6501
タイプ journal article
アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
著者 Beskhyroun, Sherif

× Beskhyroun, Sherif

WEKO 42292

en Beskhyroun, Sherif

Search repository
Oshima, Toshiyuki

× Oshima, Toshiyuki

WEKO 42293

en Oshima, Toshiyuki

Search repository
Mikami, Shuichi

× Mikami, Shuichi

WEKO 42294

en Mikami, Shuichi

Search repository
Miyamori, Yasunori

× Miyamori, Yasunori

WEKO 42295

en Miyamori, Yasunori

Search repository
著者別名
姓名 大島, 俊之
言語 ja
著者別名
姓名 三上, 修一
言語 ja
著者別名
姓名 宮森, 保紀
言語 ja
抄録
内容記述タイプ Abstract
内容記述 The Bridge Engineering Laboratory in Kitami Institute of Technology, Japan has introduced a number of different damage identification techniques to detect structural damage and identify its location utilizing piezoelectric actuators as a localized excitation source. Several spectral functions, such as cross spectral density, power spectral density, phase angle and transfer function estimate, were used to estimate the dynamic response of the structure. Each function’s magnitude, measured in a specified frequency range, is used in the damage identification methods. The change of the spectral function magnitude between the baseline state and the current state is then used to identify the location of possible damage in the structure. It is then necessary to determine which spectral function is best able to estimate the dynamic response and which algorithm is best able to identify the damage. The first part of this paper compares the performance of different spectral functions when their magnitude is used in one damage identification algorithm using experimental data from a railway steel bridge. The second part of this paper compares the performance of different damage identification algorithms using the same data.
書誌情報 en : Journal of Civil Structural Health Monitoring

巻 3, 号 3, p. 207-223, 発行日 2013-08
DOI
識別子タイプ DOI
関連識別子 http://doi.org/10.1007/s13349-013-0043-6
権利
権利情報 c2013 Springer Berlin Heidelberg
出版者
出版者 Springer Berlin Heidelberg
著者版フラグ
値 author
出版タイプ
出版タイプ AM
出版タイプResource http://purl.org/coar/version/c_ab4af688f83e57aa
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