The parametric identification/correction (updating) of dynamic finite element models is here tackled using genetic algorithms. The main advantage with respect to deterministic approaches is a lower sensitivity to measurement noise: this allows using less precise measurement techniques as well as to avoid sophisticated regularisation procedures. The goal of the formulation is to minimise an appropriate combination of the natural frequency error, the correlation error and the response residual. The method is tested by updating a three dimensional steel structure, fixed at one end, whose frequency response is previously measured
The actual dynamic behavior of the masonry civic Clock tower in a little village, heavily damaged by...
Finite element model updating of a structure made of linear elastic materials is based on the soluti...
In this paper a two step Computational Model Updating method is investigated. In the first step, phy...
A realistic and reliable model is an important precondition for the simulation of revitalization tas...
A modified real-coded genetic algorithm to identify the parameters of large structural systems subje...
A modified real-coded genetic algorithm to identify the parameters of large structural systems subje...
The objective of this work is to perform an assessment study of a optimization methodology, know as ...
The dynamic identification of the modal parameters of a structure, in order to gain control of its f...
Deutsch: Die Verbesserung Finiter Elemente Modelle bezüglich der dynamischen Eigenschaften beschäf-...
In this paper the actual dynamic behavior of the civic Clock tower of Rotella, a little village in c...
The conventional model updating methods have difficulties in practical applications due to the follo...
The topic of this paper lies in the field of non-destructive parametric identification. Its objectiv...
Cultural Heritage preservation requires the combination of in situ investigations and accurate Finit...
Genetic Algorithms (GA) are powerful tools for solving large and complicated optimization problems. ...
Abstract – This paper is concerned with finite element model updating of rotating structures using m...
The actual dynamic behavior of the masonry civic Clock tower in a little village, heavily damaged by...
Finite element model updating of a structure made of linear elastic materials is based on the soluti...
In this paper a two step Computational Model Updating method is investigated. In the first step, phy...
A realistic and reliable model is an important precondition for the simulation of revitalization tas...
A modified real-coded genetic algorithm to identify the parameters of large structural systems subje...
A modified real-coded genetic algorithm to identify the parameters of large structural systems subje...
The objective of this work is to perform an assessment study of a optimization methodology, know as ...
The dynamic identification of the modal parameters of a structure, in order to gain control of its f...
Deutsch: Die Verbesserung Finiter Elemente Modelle bezüglich der dynamischen Eigenschaften beschäf-...
In this paper the actual dynamic behavior of the civic Clock tower of Rotella, a little village in c...
The conventional model updating methods have difficulties in practical applications due to the follo...
The topic of this paper lies in the field of non-destructive parametric identification. Its objectiv...
Cultural Heritage preservation requires the combination of in situ investigations and accurate Finit...
Genetic Algorithms (GA) are powerful tools for solving large and complicated optimization problems. ...
Abstract – This paper is concerned with finite element model updating of rotating structures using m...
The actual dynamic behavior of the masonry civic Clock tower in a little village, heavily damaged by...
Finite element model updating of a structure made of linear elastic materials is based on the soluti...
In this paper a two step Computational Model Updating method is investigated. In the first step, phy...