43rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference 2002
DOI: 10.2514/6.2002-1395
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Statistical Energy Analysis by Principal Components for Mid-Frequency Analysis

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Cited by 4 publications
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“…In a recent paper, Hasselman et al [9] made this observation on FEA as the frequency reaches the mid-frequency range:…”
Section: Low-frequency Vibration Analysismentioning
confidence: 99%
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“…In a recent paper, Hasselman et al [9] made this observation on FEA as the frequency reaches the mid-frequency range:…”
Section: Low-frequency Vibration Analysismentioning
confidence: 99%
“…In addition, and partly because of this variability/uncertainty, FEM meshes have not been pushed to the limits of what modern computer software and hardware are capable of. [9] Thus, in the mid-frequency range, a deterministic model may not match the actual structural dynamics due to parameter variations. More precisely, above some frequency the deterministic model represents-at best-one member in a population of structures with the same nominal design.…”
Section: Low-frequency Vibration Analysismentioning
confidence: 99%
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“…To obtain a parameter set that reconciles the model with test, nonlinear optimization as described by Lewis [16] is used with a quadratic objective function to minimize the error between test and analysis. Hasselman [17] also used PC in a procedure he calls a PC-based statistical energy analysis, for generic uncertainty quantification and comparison of frequency responses. Our approach is very similar with the addition of PV maximum and minimum bounds.…”
mentioning
confidence: 99%