Antonella Saisi

Prof. Dr. Antonella Saisi

orcid

Research Focus & Metrics

Academic Career Length

29Years (1998-Present)

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

Representative Publications

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1 June 2007 in Construction and Building Materials
Verified
Journal Article
Closed access
Carmelo GentileCarmelo Gentile
Carmelo Gentile
Antonella SaisiAntonella Saisi
Antonella Saisi

1 June 2000 in Construction and Building Materials
Verified
Journal Article
Closed access
LBL. Binda
L. Binda
Antonella SaisiAntonella Saisi
Antonella Saisi
CTC. Tiraboschi
C. Tiraboschi

11 July 2016 in Meccanica
Verified
Journal Article
Closed access
PDF file
Carmelo GentileCarmelo Gentile
Carmelo Gentile
MGMarco Guidobaldi
Marco Guidobaldi
Antonella SaisiAntonella Saisi
Antonella Saisi

1 April 2015 in Construction and Building Materials
Verified
Journal Article
Closed access
Antonella SaisiAntonella Saisi
Antonella Saisi
Carmelo GentileCarmelo Gentile
Carmelo Gentile
MGMarco Guidobaldi
Marco Guidobaldi

1 December 2017 in Construction and Building Materials
Verified
Journal Article
Closed access
ACAlessandro Cabboi
Alessandro Cabboi
Carmelo GentileCarmelo Gentile
Carmelo Gentile
Antonella SaisiAntonella Saisi
Antonella Saisi

2 October 2014 in International Journal of Architectural Heritage
Verified
Journal Article
Closed access
Carmelo GentileCarmelo Gentile
Carmelo Gentile
Antonella SaisiAntonella Saisi
Antonella Saisi
ACAlessandro Cabboi
Alessandro Cabboi
A wide program of structural assessment has been carried out by Politecnico di Milano on the historic bell tower of the church Chiesa Collegiata in Arcisate (Varese, northern Italy). Within this context, the first part of the article summarizes the results obtained from the application of the stochastic subspace identification method to ambient response data collected in two dynamic tests, carried out in June 2007 and June 2008. Next presented is the vibration-based methodology developed for the calibration of a three-dimensional finite element model of the tower, consisting in the successive application of systematic manual tuning, sensitivity analysis, and simple system identification algorithm.