Loris Vincenzi

Prof. Loris Vincenzi

orcid

Research Focus & Metrics

Academic Career Length

19Years (2008-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 April 2017 in Engineering Structures
Verified
Journal Article
Closed access
MSMarco Savoia
Marco Savoia
NBNicola Buratti
Nicola Buratti
LVLoris Vincenzi
Loris Vincenzi

28 February 2018 in Structural Control and Health Monitoring
Verified
Journal Article
Closed access
PDF file
EBElisa Bassoli
Elisa Bassoli
LVLoris Vincenzi
Loris Vincenzi
ADAntonio Maria D'altri
Antonio Maria D'altri
SMStefano de Miranda
Stefano de Miranda
MFMarianna Forghieri
Marianna Forghieri
Giovanni CastellazziGiovanni Castellazzi
Giovanni Castellazzi

1 February 2017 in Journal of Sound and Vibration
Verified
Journal Article
Closed access
LVLoris Vincenzi
Loris Vincenzi
LSLaura Simonini
Laura Simonini

1 May 2015 in Computer-Aided Civil and Infrastructure Engineering
Verified
Journal Article
Open access
PDF file
LVLoris Vincenzi
Loris Vincenzi
MSMarco Savoia
Marco Savoia
In the present article, a new surrogate-assisted evolutionary algorithm for dynamic identification problems with unknown parameters is presented. It is based on the combination of the response surface (RS) approach (the surrogate model) with differential evolution algorithm for global search. Differential evolution (DE) is an evolutionary algorithm where N different vectors collecting the parameters of the system are chosen randomly or by adding weighted differences between vectors obtained from two populations. In the proposed algorithm (called DE-Q), the RS is introduced in the mutation operation. The new parameter vector is defined as the one minimizing the second-order polynomial function (RS), approximating the objective function. The performances in terms of speed rate are improved by introducing the second-order approximation; nevertheless, robustness of DE algorithm for global minimum search of objective function is preserved, because multiple search points are used simultaneously. Numerical examples are presented, concerning: search of the global minimum of analytical benchmark functions; parameter identification of a damaged beam; parameter identification of mechanical properties (masses and member stiffnesses) of a truss-girder steel bridge starting from frequencies and eigenvectors obtained from an experimental field test

1 January 2017 in Computers & Structures
Verified
Journal Article
Closed access
LVLoris Vincenzi
Loris Vincenzi
PGPaola Gambarelli
Paola Gambarelli

1 January 2014 in European Journal of Control
Verified
Journal Article
Closed access
RGRoberto Guidorzi
Roberto Guidorzi
RDRoberto Diversi
Roberto Diversi
LVLoris Vincenzi
Loris Vincenzi
CMClaudio Mazzotti
Claudio Mazzotti
VSVittorio Simioli
Vittorio Simioli