@article{oai:kitami-it.repo.nii.ac.jp:00006851,
 author = {ベスキロウン, シェリフ and 大島, 俊之 and 三上, 修一 and 山崎, 智之},
 journal = {構造工学論文集A},
 month = {Mar},
 note = {A change of modal characteristics can indicate structural damage. Based on changes in Power Spectral Density (PSD), this paper proposes a damage identification technique that detects damage and its location. The method is applied to a finite element model of a three span steel bridge with a concrete deck. Several damage scenarios were introduced to a main girder of the bridge. The method determined the exact damage location. In addition, the results illustrate that changes in the PSD curvature can be a useful tool for continuous monitoring of structural integrity using ambient vibration data. Furthermore, changes in the PSD curvature do not require a very fine grid of measurements to detect and locate damage effectively., application/pdf},
 pages = {965--976},
 title = {A numerical analysis of structural damage detection using changes in the curvature of power spectral density},
 volume = {51A},
 year = {2005}
}