2014
DOI: 10.1016/j.ymssp.2013.12.009
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Identification of isolated structural damage from incomplete spectrum information using l1-norm minimization

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Cited by 63 publications
(61 citation statements)
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“…To provide a simple example of multitask learning, we use a simplified model involving linearization that follows Hernandez (). This sensitivity‐based method uses an approximate linear relationship between small changes in eigenvalues ω2 to small changes in the stiffness scaling parameter vector θ=[θ1,,θNθ]Tdouble-struckRNθ×1: Δω2=SΔθwhere Δθ=θθudouble-struckRNθ×1is the potential change in the stiffness scaling parameter vector θ of the current possibly damaged state compared with θu of the undamaged state; Δω2double-struckRNm×1 is the corresponding change in the eigenvalues due to Δθ; Sdouble-struckRNm×Nθ is a sensitivity matrix and has entries Sij involving eigenvectors ϕi and substructural stiffness matrices Kj (Hernandez, ).…”
Section: Applications In Shmmentioning
confidence: 99%
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“…To provide a simple example of multitask learning, we use a simplified model involving linearization that follows Hernandez (). This sensitivity‐based method uses an approximate linear relationship between small changes in eigenvalues ω2 to small changes in the stiffness scaling parameter vector θ=[θ1,,θNθ]Tdouble-struckRNθ×1: Δω2=SΔθwhere Δθ=θθudouble-struckRNθ×1is the potential change in the stiffness scaling parameter vector θ of the current possibly damaged state compared with θu of the undamaged state; Δω2double-struckRNm×1 is the corresponding change in the eigenvalues due to Δθ; Sdouble-struckRNm×Nθ is a sensitivity matrix and has entries Sij involving eigenvectors ϕi and substructural stiffness matrices Kj (Hernandez, ).…”
Section: Applications In Shmmentioning
confidence: 99%
“…To provide a simple example of multitask learning, we use a simplified model involving linearization that follows Hernandez (2014). This sensitivity-based method uses an approximate linear relationship between small changes in eigenvalues ω 2 to small changes in the stiffness scaling parameter vector θ = [θ 1 , .…”
Section: Structural Damage Detection By Employing Multitask Sblmentioning
confidence: 99%
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“…Thus, the damage parameter vector is a sparse vector because most of the damage parameters have a zero value. Consequently, the l 1 regularization has begun to be applied in structural damage identification to improve the identification accuracy by considering the damage sparsity . For example, Hou et al proposed a damage detection method based on a model updating and l 1 regularization technique, two experimental examples demonstrated the effectiveness and superiority of the method.…”
Section: Introductionmentioning
confidence: 99%