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BENNATI, STEFANO  

DIPARTIMENTO DI INGEGNERIA CIVILE E INDUSTRIALE  

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Risultati 1 - 20 di 128 (tempo di esecuzione: 0.037 secondi).
Titolo Data di pubblicazione Autore(i) File
Investigating the Relation between Thrust Networks and Thrust Surfaces for Masonry Domes subjected to Vertical Loads: A Case Study 1-gen-2024 Barsi, F.; Barsotti, R.; Bennati, S.; Ciblac, T.
Non-Linear Dynamics of Simple Elastic Systems Undergoing Friction-Ruled Stick–Slip Motions 1-gen-2024 Barsotti, Riccardo; Bennati, Stefano; Migliaccio, Giovanni
Admissible shell internal forces and safety assessment of masonry domes 1-gen-2023 Barsi, F.; Barsotti, R.; Bennati, S.
Experimental investigation of in-plane loaded timber-framed rammed earth panels. Part I: Monotonic shear-compression tests 1-gen-2023 Barsotti, R.; Bennati, S.; Oliveira, D. V.
Experimental investigation of in-plane loaded timber-framed rammed earth panels. Part II: Cyclic shear-compression tests 1-gen-2023 Baleca, V.; Barsotti, R.; Bennati, S.; Oliveira, D. V.
STATICALLY ADMISSIBLE SHELL INTERNAL FORCES FOR THE STABILITY ANALYSIS OF THE DOME OF PISA CATHEDRAL LOADED BY VERTICAL AND HORIZONTAL LOADS 1-gen-2023 Barsi, F.; Barsotti, R.; Bennati, S.
A new shear formula for tapered beamlike solids undergoing large displacements 1-gen-2022 Migliaccio, G.; Ruta, G.; Barsotti, R.; Bennati, S.
Delamination buckling in four-point bending tests - An experimental investigation 1-gen-2022 Dardano, Nicola; Paggi, Marco; Bennati, Stefano; Valvo, Paolo Sebastiano
Delamination of Thin Layers Promoted by Local Buckling 1-gen-2022 Dardano, Nicola; Paggi, Marco; Bennati, Stefano; Valvo, Paolo S.
Limit analysis of spherical masonry domes under vertical loads: parametric studies and statically admissible stress fields 1-gen-2022 Barsi, Francesco; Barsotti, Riccardo; Bennati, Stefano
Studying the equilibrium of oval-base pointed masonry domes: the case of Pisa Cathedral 1-gen-2022 Barsi, F; Barsotti, R; Bennati, S
Searching for admissible thrust surfaces in axial-symmetric masonry domes: Some first explicit solutions 1-gen-2021 Barsotti, R.; Stagnari, R.; Bennati, S.
A SIMPLE MODEL FOR PREDICTING THE NONLIENAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO FRICTION 1-gen-2020 Bennati, Stefano; Barsotti, Riccardo; Migliaccio, Giovanni
Beamlike models for the analyses of curved, twisted and tapered horizontal-axis wind turbine (HAWT) blades undergoing large displacements 1-gen-2020 Migliaccio, G.; Ruta, G.; Bennati, S.; Barsotti, R.
CURVED AND TWISTED BEAM MODELS FOR AEROELASTIC ANALYSIS OF WIND TURBINE BLADES IN LARGE DISPLACEMENT 1-gen-2020 Migliaccio, Giovanni; Ruta, Giuseppe; Bennati, Stefano; Barsotti, Riccardo
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 1-gen-2020 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
EQUILIBRIUM OF MASONRY SAIL VAULTS: THE CASE STUDY OF A SUBTERRANEAN VAULT BY ANTONIO DA SANGALLO THE ELDER IN THE “FORTEZZA VECCHIA” IN LIVORNO 1-gen-2020 Barsi, Francesco; Barsotti, Riccardo; Bennati, Stefano
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 1-gen-2019 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 1-gen-2019 Aita, Danila; Barsotti, Riccardo; Bennati, Stefano
A SIMPLE MODEL FOR INVESTIGATING THE NON-LINEAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO STICK-SLIP MOTION 1-gen-2019 Bennati, Stefano; Barsotti, Riccardo; Migliaccio, Giovanni