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Fabio MINGHINI
Fabio MINGHINI
Professore di Tecnica delle Costruzioni, University of Ferrara
Email verificata su unife.it
Titolo
Citata da
Citata da
Anno
Grouted sleeve connections used in precast reinforced concrete construction–Experimental investigation of a column-to-column joint
N Tullini, F Minghini
Engineering Structures 127, 784-803, 2016
1632016
Empirical seismic fragility for the precast RC industrial buildings damaged by the 2012 Emilia (Italy) earthquakes
N Buratti, F Minghini, E Ongaretto, M Savoia, N Tullini
Earthquake Engineering & Structural Dynamics 46 (14), 2317-2335, 2017
902017
Seismic risk assessment of a 50 m high masonry chimney using advanced analysis techniques
F Minghini, G Milani, A Tralli
Engineering Structures 69, 255-270, 2014
762014
Observational failure analysis of precast buildings after the 2012 Emilia earthquakes
F Minghini, E Ongaretto, V Ligabue, M Savoia, N Tullini
Earthquakes and Structures 11 (2), 327-346, 2016
602016
Locking‐free finite elements for shear deformable orthotropic thin‐walled beams
F Minghini, N Tullini, F Laudiero
International Journal for Numerical Methods in Engineering 72 (7), 808-834, 2007
532007
A closed-form equation for the local buckling moment of pultruded FRP I-beams in major-axis bending
F Ascione, L Feo, M Lamberti, F Minghini, N Tullini
Composites Part B: Engineering 97, 292-299, 2016
492016
Buckling analysis of FRP pultruded frames using locking-free finite elements
F Minghini, N Tullini, F Laudiero
Thin-walled structures 46 (3), 223-241, 2008
422008
Modal pushover and response history analyses of a masonry chimney before and after shortening
F Minghini, E Bertolesi, A Del Grosso, G Milani, A Tralli
Engineering Structures 110, 307-324, 2016
392016
Nonlinear analysis of composite beams with concrete-encased steel truss
N Tullini, F Minghini
Journal of Constructional Steel Research 91, 1-13, 2013
372013
Vibration analysis of pultruded FRP frames with semi-rigid connections
F Minghini, N Tullini, F Laudiero
Engineering Structures 32 (10), 3344-3354, 2010
342010
Cyclic test on a precast reinforced concrete column-to-foundation grouted duct connection
N Tullini, F Minghini
Bulletin of Earthquake Engineering 18 (4), 1657-1691, 2020
332020
Updating Italian design guide CNR DT-205/2007 in view of recent research findings: Requirements for pultruded FRP profiles
F Minghini, N Tullini, F Ascione
American Journal of Engineering and Applied Sciences 9 (3), 702-712, 2016
322016
Elastic buckling analysis of pultruded FRP portal frames having semi-rigid connections
F Minghini, N Tullini, F Laudiero
Engineering structures 31 (2), 292-299, 2009
292009
Buckling and postbuckling finite-element analysis of pultruded FRP profiles under pure compression
F Laudiero, F Minghini, N Tullini
Journal of Composites for Construction 18 (1), 04013026, 2014
222014
Vibration analysis with second-order effects of pultruded FRP frames using locking-free elements
F Minghini, N Tullini, F Laudiero
Thin-walled structures 47 (2), 136-150, 2009
212009
Postbuckling failure analysis of pultruded FRP beams under uniform bending
F Laudiero, F Minghini, N Tullini
Composites Part B: Engineering 54, 431-438, 2013
192013
Static analysis of shear flexible beams and frames in adhesive contact with an isotropic elastic half-plane using a coupled FE–BIE model
E Tezzon, N Tullini, F Minghini
Engineering Structures 104, 32-50, 2015
172015
Identification of the short-term full-section moduli of pultruded FRP profiles using bending tests
F Minghini, N Tullini, F Laudiero
Journal of Composites for Construction 18 (1), 04013030, 2014
162014
Fragility functions for local failure mechanisms in unreinforced masonry buildings: a typological study in Ferrara, Italy
M Nale, F Minghini, A Chiozzi, A Tralli
Bulletin of Earthquake Engineering 19 (14), 6049-6079, 2021
122021
Numerical failure analysis of built-up columns composed of closely spaced pultruded FRP channels
F Minghini, N Tullini, F Ascione, L Feo
Composite Structures 207, 478-487, 2019
122019
Il sistema al momento non può eseguire l'operazione. Riprova più tardi.
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