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Numerical model upgrading of a historical masonry building damaged during the 2016 Italian earthquakes: the case study of the Podestà palace in Montelupone (Italy)
Numerical model upgrading of a historical masonry building damaged during the 2016 Italian earthquakes: the case study of the Podestà palace in Montelupone (Italy)
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Numerical model upgrading of a historical masonry building damaged during the 2016 Italian earthquakes: the case study of the Podestà palace in Montelupone (Italy)

Clementi, F. ; Pierdicca, A. ; Formisano, A. ; Catinari, F. ; Lenci, S.

Journal of civil structural health monitoring, 2017-11, Vol.7 (5), p.703-717 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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Longitudinal–transversal internal resonances in Timoshenko beams with an axial elastic boundary condition
Longitudinal–transversal internal resonances in Timoshenko beams with an axial elastic boundary condition
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Longitudinal–transversal internal resonances in Timoshenko beams with an axial elastic boundary condition

Lenci, S. ; Clementi, F. ; Kloda, L. ; Warminski, J. ; Rega, G.

Nonlinear dynamics, 2021-03, Vol.103 (4), p.3489-3513 [Periódico revisado por pares]

Dordrecht: Springer Netherlands

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3
An experimental and numerical study on the in-plane axial and shear behavior of sprayed in-situ concrete sandwich panels
An experimental and numerical study on the in-plane axial and shear behavior of sprayed in-situ concrete sandwich panels
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An experimental and numerical study on the in-plane axial and shear behavior of sprayed in-situ concrete sandwich panels

Serpilli, M. ; Clementi, F. ; Lenci, S.

Engineering structures, 2021-04, Vol.232, p.111814, Article 111814 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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4
A comprehensive analysis of hardening/softening behaviour of shearable planar beams with whatever axial boundary constraint
A comprehensive analysis of hardening/softening behaviour of shearable planar beams with whatever axial boundary constraint
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A comprehensive analysis of hardening/softening behaviour of shearable planar beams with whatever axial boundary constraint

Lenci, S. ; Clementi, F. ; Rega, G.

Meccanica (Milan), 2016-11, Vol.51 (11), p.2589-2606 [Periódico revisado por pares]

Dordrecht: Springer Netherlands

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5
Cross-checking asymptotics and numerics in the hardening/softening behaviour of Timoshenko beams with axial end spring and variable slenderness
Cross-checking asymptotics and numerics in the hardening/softening behaviour of Timoshenko beams with axial end spring and variable slenderness
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Cross-checking asymptotics and numerics in the hardening/softening behaviour of Timoshenko beams with axial end spring and variable slenderness

Clementi, F. ; Lenci, S. ; Rega, G.

Archive of applied mechanics (1991), 2017-05, Vol.87 (5), p.865-880 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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6
A generalized statistical model for the size distribution of wealth
A generalized statistical model for the size distribution of wealth
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A generalized statistical model for the size distribution of wealth

Clementi, F ; Gallegati, M ; Kaniadakis, G

Journal of statistical mechanics, 2012-12, Vol.2012 (12), p.1-25 [Periódico revisado por pares]

IOP Publishing and SISSA

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7
FROM TLS TO FE ANALYSIS: POINTS CLOUD EXPLOITATION FOR STRUCTURAL BEHAVIOUR DEFINITION. THE SAN CIRIACO’S BELL TOWER
FROM TLS TO FE ANALYSIS: POINTS CLOUD EXPLOITATION FOR STRUCTURAL BEHAVIOUR DEFINITION. THE SAN CIRIACO’S BELL TOWER
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FROM TLS TO FE ANALYSIS: POINTS CLOUD EXPLOITATION FOR STRUCTURAL BEHAVIOUR DEFINITION. THE SAN CIRIACO’S BELL TOWER

Quattrini, R. ; Clementi, F. ; Lucidi, A. ; Giannetti, S. ; Santoni, A.

International archives of the photogrammetry, remote sensing and spatial information sciences., 2019, Vol.XLII-2/W15, p.957-964 [Periódico revisado por pares]

Gottingen: Copernicus GmbH

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8
Nonlinear vibrations of non-uniform beams by the MTS asymptotic expansion method
Nonlinear vibrations of non-uniform beams by the MTS asymptotic expansion method
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Nonlinear vibrations of non-uniform beams by the MTS asymptotic expansion method

Clementi, F. ; Demeio, L. ; Mazzilli, C. E. N. ; Lenci, S.

Continuum mechanics and thermodynamics, 2015-09, Vol.27 (4-5), p.703-717 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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9
A κ-generalized statistical mechanics approach to income analysis
A κ-generalized statistical mechanics approach to income analysis
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A κ-generalized statistical mechanics approach to income analysis

Clementi, F ; Gallegati, M ; Kaniadakis, G

Journal of statistical mechanics, 2009-02, Vol.2009 (2), p.P02037 [Periódico revisado por pares]

IOP Publishing

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10
Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: A review
Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: A review
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Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: A review

Quagliarini, E. ; Maracchini, G. ; Clementi, F.

Journal of Building Engineering, 2017-03, Vol.10, p.166-182 [Periódico revisado por pares]

Elsevier Ltd

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