International Journal for Numerical Methods in Engineering · 1987 · 11 citations · 11 references
EngineeringMechanical EngineeringSystems EngineeringDifferential EquationsStructural DynamicsVibrationDamped VibrationDynamic Response AnalysisSensitivity AnalysisStructural DampingStructural VibrationVibration AnalysisParameter Sensitivity Analysis
Abstract This paper presents a method for determining the second order sensitivity matrix and logarithmic sensitivity functions in the frequency domain. The procedure described is applicable to any discrete and viscously damped mechanical system. A definition of the second order logarithmic sensitivity function has been proposed. The examples shown indicate that logarithmic sensitivity functions of the second order preserve the qualitative character of first order sensitivity functions and are more sensitive to changes of system parameters. The influence of large parameter changes on second order sensitivity functions has also been investigated.
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