CINECA IRIS Institutional Research Information System

BENNATI, STEFANO
 Distribuzione geografica
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Continente #
NA - Nord America 6.916
EU - Europa 4.432
AS - Asia 1.471
AF - Africa 119
OC - Oceania 19
SA - Sud America 8
Continente sconosciuto - Info sul continente non disponibili 4
Totale 12.969
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Nazione #
US - Stati Uniti d'America 6.745
IT - Italia 2.088
DE - Germania 742
CN - Cina 598
SE - Svezia 405
SG - Singapore 388
BG - Bulgaria 316
GB - Regno Unito 313
TR - Turchia 217
CA - Canada 166
UA - Ucraina 130
VN - Vietnam 120
FI - Finlandia 100
FR - Francia 68
RU - Federazione Russa 57
CI - Costa d'Avorio 49
CH - Svizzera 46
SN - Senegal 46
HK - Hong Kong 40
IN - India 39
BE - Belgio 38
AU - Australia 17
GR - Grecia 17
ZW - Zimbabwe 17
NO - Norvegia 16
DK - Danimarca 15
AT - Austria 13
IR - Iran 13
TW - Taiwan 13
PL - Polonia 12
NL - Olanda 10
RO - Romania 10
JP - Giappone 9
PT - Portogallo 9
ES - Italia 7
HU - Ungheria 7
LT - Lituania 5
MX - Messico 5
AE - Emirati Arabi Uniti 4
BR - Brasile 4
EU - Europa 4
ID - Indonesia 4
IL - Israele 4
LK - Sri Lanka 4
MY - Malesia 4
PH - Filippine 4
CO - Colombia 3
JO - Giordania 3
KR - Corea 3
IE - Irlanda 2
MA - Marocco 2
NZ - Nuova Zelanda 2
RS - Serbia 2
SA - Arabia Saudita 2
BJ - Benin 1
BY - Bielorussia 1
CZ - Repubblica Ceca 1
DZ - Algeria 1
HR - Croazia 1
IQ - Iraq 1
KH - Cambogia 1
MD - Moldavia 1
MW - Malawi 1
NG - Nigeria 1
SC - Seychelles 1
UY - Uruguay 1
Totale 12.969
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Città #
Woodbridge 1.013
Ann Arbor 633
Santa Clara 578
Chandler 577
Fairfield 518
Houston 506
Serra 479
Ashburn 325
Sofia 316
Milan 309
Beijing 255
Singapore 220
Seattle 179
Wilmington 178
Cambridge 174
Boardman 165
New York 160
Ottawa 152
Lancaster 146
Izmir 143
Princeton 130
Jacksonville 124
Lawrence 117
Bremen 100
Nanjing 85
Medford 84
Genova 79
Des Moines 77
Rome 64
Florence 58
Istanbul 52
Abidjan 49
Livorno 49
Dakar 46
Boulder 42
Dong Ket 41
Pisa 41
Bologna 36
Hong Kong 35
Bern 33
Dearborn 33
Nanchang 31
Marseille 29
Redwood City 27
Washington 27
Ogden 25
Tappahannock 25
Hebei 21
Brussels 20
Changsha 19
Jüchen 19
San Diego 19
Dallas 18
Falls Church 17
Harare 17
Norwalk 17
Shenyang 17
Jiaxing 14
Los Angeles 14
Lucca 14
Carrara 13
Kunming 13
Oslo 13
Pontedera 13
Ostend 12
Taipei 12
Genoa 11
Auburn Hills 10
Camogli 10
Guangzhou 10
Shanghai 10
Vienna 10
Abbiategrasso 9
Altopascio 9
Athens 9
Auma 9
Paris 9
Tianjin 9
Cagliari 8
Cosenza 8
Escalaplano 8
Mersin 8
Orange 8
Pune 8
Rapallo 8
Terni 8
Düsseldorf 7
Fuzhou 7
Hefei 7
Indiana 7
Jinan 7
Lanzhou 7
Napoli 7
Renton 7
Hangzhou 6
Lacchiarella 6
Massa 6
Palermo 6
Phoenix 6
Selargius 6
Totale 9.138
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Nome #
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 353
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 239
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 201
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 195
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 194
null 184
Evaluation of the increased load bearing capacity of steel beams strengthened with pre-stressed FRP laminates 171
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 170
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 168
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 165
GIMC-GMA 2016:XXI Convegno Italiano di Meccanica Computazionale e VIII Riunione del Gruppo Materiali AIMETA, Lucca 27-29 giugno 2016 – Scuola IMT Alti Studi Lucca: ATTI DEL CONVEGNO 159
A Simple Mechanical Model for a Wiper Blade Sliding and Sticking Over a Windscreen 152
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 150
Influence of the wall shape on the collapse of arch-wall systems 146
An elastic-interface model for the mixed-mode bending test under cyclic loads 145
A simple and effective nonlinear elastic one-dimensional model for the structural analysis of masonry arches 144
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 141
Dynamical behaviour of a masonry medieval tower subjected to bell’s action. Part I: bell’s action measurement and modeling 138
Collapse of masonry arches in Romanesque and Gothic constructions 136
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 134
A mechanical model of the four-point end notched flexure (4ENF) test based on an elastic-brittle interface 132
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 130
The bell tower of S. Maria church in San Miniato: an attempt of integrated methodology of analysis 129
null 128
Load-bearing capacity of circular, pointed and elliptical masonry arches 126
SCALE MODELS FOR THE EXPERIMENTAL ANALYSIS OF THE COLLAPSE MECHANISMS OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS 126
null 125
A model for the stick-slip motion of slender structures subjected to axial loads and coulombian frictional constraints 125
null 124
An experimental compliance calibration strategy for mixed-mode bending tests 124
On the Collapse of a Masonry Tower Subjected to Earthquake Loadings 122
Non linear elastic analysis of masonry flat arches: some explicit solutions 121
A cohesive-zone model for steel beams strengthened with pre-stressed laminates 120
null 120
Some explicit solutions for Flat and Depressed Masonry Arches 119
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 119
null 117
Delamination growth in composite plates under compressive fatigue loads 116
The Statics of Pointed Masonry Arches Between ‘Limit’ and ‘Elastic’ Analysis 116
A TRAPEZOIDAL PLAN SAIL VAULT BY ANTONIO DA SANGALLO THE ELDER IN THE LIVORNO FORTEZZA VECCHIA: FROM HISTORICAL INVESTIGATIONS TO AN ANALYSIS OF ITS STRUCTURAL BEHAVIOUR 116
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 115
CURVED AND TWISTED BEAM MODELS FOR AEROELASTIC ANALYSIS OF WIND TURBINE BLADES IN LARGE DISPLACEMENT 115
An interface model for mixed-mode, buckling-driven decohesion of superficial layers 114
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 114
An elastic interface model for delamination buckling in laminated plates 113
Exact optimal flexural design of laminates 112
A simple structural model for a masonry arch-wall system subjected to dead vertical loads 112
Analysis of some historical sizing rules for arch-wall-piers systems 112
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 109
null 109
Dynamical behaviour of a masonry medieval tower subjected to bell’s action. Part II: measurement and modelling of the tower motion 108
Dynamic Behaviour of a Medieval Masonry Bell Tower. Part 2: Measurement and Modelling of the Tower Motion 107
La Meccanica delle Strutture in Italia: aspetti della ricerca e della didattica 107
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 106
null 106
ANALYTICAL DETERMINATION OF STATICALLY ADMISSIBLE THRUST SURFACES FOR THE LIMIT ANALYSIS OF MASONRY VAULTS AND DOMES 105
An enhanced beam model of the asymmetric double cantilever beam (ADCB) test for composite laminates 104
Some remarks on historical sizing rules for arch-wall-piers systems 104
Numerical calibration of the interface parameters to model the delamination of composite laminates 103
Bell's Dynamic Action on a Historical Masonry Tower 103
Load-bearing capacity of circular and elliptical masonry arches 103
EQUILIBRIUM OF MASONRY SAIL VAULTS: THE CASE STUDY OF A SUBTERRANEAN VAULT BY ANTONIO DA SANGALLO THE ELDER IN THE “FORTEZZA VECCHIA” IN LIVORNO 103
Shear stress detection in an elastic layer by a piezoelectric polymer tactile sensor 102
null 101
Non linear analysis and collapse of masonry arches 99
Dynamics of a mass-spring system in contact with a rough surface moving according to a sinusoidal law 99
An elastic-interface model for buckling-driven delamination growth in composite panels under bending 99
On the Collapse of a Masonry Tower Subjected to Earthquake Loadings 95
A SIMPLE MODEL FOR INVESTIGATING THE NON-LINEAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO STICK-SLIP MOTION 95
Mechanical Behaviour of Masonry Panels under In-Plane Loads 94
Dynamic Behaviour of a Medieval Masonry Bell Tower. Part 1: Bell Dynamic Action Measurement and Modelling 94
null 93
Optimum radii of circular masonry arches 93
Un modello meccanico per travi inflesse rinforzate con FRP 92
Enhanced beam models for delamination toughness tests: influence of shear deformability 90
An experimental compliance calibration strategy for estimating the elastic interface constants of delamination test specimens 90
A non-linear elastic model for fiber-reinforced masonry and concrete arches 89
A mechanical model for delamination growth under cyclic compression 87
Analisi limite di elementi in muratura a pianta poligonale: il caso dei Bay Window di Back Bay in Boston 87
Assessment of the in-plane shear capacity of masonry panels by elementary mechanical models 87
null 87
An elastic interface model for mixed-mode fracture of adhesive joints 85
Enhanced beam-theory models for delamination test specimens 84
A mechanical model for mixed-mode delamination growth in composite laminates under cyclic compression 82
Modelling of interfacial fracture of layered structures 81
On shear stresses in tapered beams 81
Comportamento non lineare di archi in muratura 80
COLLAPSE OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS: SEARCHING FOR KINEMATICALLY AND STATICALLY ADMISSIBLE LOAD MULTIPLIERS 80
Enhanced beam models for delamination toughness tests: mixed-mode fracture tests 79
null 78
null 78
A SIMPLE MODEL FOR PREDICTING THE NONLIENAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO FRICTION 78
null 76
Comportamento dinamico e al collasso di un campanile medievale in muratura soggetto ad azioni sismiche 75
null 75
Dispositivo di prova per materiali da costruzione 75
Analytical evaluation of the stress fields in tapered box girders 75
Valutazione della capacità portante di edifici in muratura soggetti ad azioni orizzontali: il caso studio del Mercato delle Vettovaglie di Livorno 73
In-plane shear compression tests on Timber-Framed Pisé panels 73
L'insegnamento della scienza delle costruzioni in Italia 72
Totale 11.577
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Categoria #
all - tutte 32.034
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 32.034
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.286 0 0 0 0 0 177 298 136 209 190 236 40
2020/2021901 101 53 73 32 97 29 56 104 87 81 39 149
2021/20221.178 42 98 34 55 225 173 36 66 45 26 60 318
2022/20231.767 174 173 124 256 201 240 8 142 321 20 89 19
2023/20241.226 144 140 173 78 194 215 36 29 21 30 42 124
2024/20251.217 48 194 52 187 432 304 0 0 0 0 0 0
Totale 13.254