B-spline Shell Finite Element Updating by Means of Vibration Measurements (original) (raw)

Structural Finite Element Model Updating Using FRF of Incomplete Modal Data

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Robust dynamic Finite Element model updating using modal measurements

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Parametric updating of a finite element model from experimental modal characteristics

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On the Accuracy Required of Experimental Data for Finite Element Model Updating

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A Robust FRF-based technique for Model Updating

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Efficient Model Correction Method with Modal Measurement

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Structural finite element model updating using transfer function data

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Variability of updated finite element models and their predictions consistent with vibration measurements

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Jacqueline Taylor

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DAMPING IDENTIFICATION USING A ROBUST FRF-BASED MODEL UPDATING TECHNIQUE

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A new iterative model updating technique based on least squares minimal residual method using measured modal data

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Determination of Dynamically Equivalent FE Models of Structures from Experimental Data

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FINITE DIFFERENCE FORMULATION FOR MODAL PARAMETER ESTIMATION

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Sensitivity of the identified modal parameters on imprecise experimental data

Bertrand Lallemand

1998

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Finite Element Model Updating Using Frequency Response Function of Incomplete Strain Data

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Modal parameter estimation by combining stochastic and deterministic frequency-domain approaches

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Updating Structural Properties using Vibration-based Nondestructive Testing with Modal Parameters

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Updating finite element dynamic models using an element-by-element sensitivity methodology

Charbel Farhat

AIAA Journal, 1993

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A frequency domain correlation technique for model correlation and updating

Mario Razeto

1997

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A combined experimental-operational modal analysis approach in the frequency domain

Peter Verboven

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The Application of the Nonlinear Least Squares Frequency Domain Method to Estimation of the Modal Model Parameters

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Substraction technique and finite difference formulas for modal parameter estimation

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Mechanical Systems and Signal Processing, 2004

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Selecting a Ritz Basis for the Reanalysis of the Frequency Response Functions of Modified Structures

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Normal response function method for mass and stiffness matrix updating using complex FRFs

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