The sensitivity method in finite element model updating: A tutorial (vol 25, pg 2275, 2010)

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Advanced numerical analyses by the Non‐Smooth Contact Dynamics method of an ancient masonry bell tower (2020, methodology): “For this reason, the existing configuration of the tower was taken into account, with its actual dimensions and the past interventions still present on the masonry structure.(50-53) Moreover, the masonry panels were modelled while the wooden floor and the chains were not; the one-way RC ribbed-slabs”
Structural damage detection by a new iterative regularization method and an improved sensitivity function (2017, methodology): “In order to use both analytical and experimental mode shapes in vibration-based applications, the mode shapes of FE and real structures should be the same physical condition [9].”
Frequency response functions of shape features from full-field vibration measurements using digital image correlation (2012, methodology): “Validation of simulation models by comparison of predictions with experimental data is crucial to certify the fidelity of FE models [21,34,35].”
Design sensitivity and Hessian matrix of generalized eigenproblems (2014, methodology): “[7], the eigensensitivity-based method is probably the most successful of the many methods to the problem of model updating.”