CINECA IRIS Institutional Research Information System

BENNATI, STEFANO
 Distribuzione geografica
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Continente #
NA - Nord America 8.150
EU - Europa 4.983
AS - Asia 3.893
SA - Sud America 504
AF - Africa 171
OC - Oceania 21
Continente sconosciuto - Info sul continente non disponibili 4
Totale 17.726
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Nazione #
US - Stati Uniti d'America 7.926
IT - Italia 2.326
SG - Singapore 1.301
CN - Cina 1.054
DE - Germania 798
HK - Hong Kong 739
SE - Svezia 416
BR - Brasile 413
GB - Regno Unito 359
BG - Bulgaria 318
TR - Turchia 230
VN - Vietnam 191
CA - Canada 189
RU - Federazione Russa 147
UA - Ucraina 137
FI - Finlandia 120
FR - Francia 91
IN - India 77
KR - Corea 60
CI - Costa d'Avorio 52
SN - Senegal 49
CH - Svizzera 48
BE - Belgio 41
BD - Bangladesh 33
JP - Giappone 31
AR - Argentina 25
ID - Indonesia 22
NL - Olanda 22
PL - Polonia 21
EC - Ecuador 18
MX - Messico 18
AT - Austria 17
AU - Australia 17
GR - Grecia 17
MA - Marocco 17
PK - Pakistan 17
ZW - Zimbabwe 17
IQ - Iraq 16
IR - Iran 16
NO - Norvegia 16
DK - Danimarca 15
SA - Arabia Saudita 14
ES - Italia 13
TW - Taiwan 13
HU - Ungheria 12
PT - Portogallo 12
UZ - Uzbekistan 12
VE - Venezuela 12
CO - Colombia 11
MY - Malesia 10
RO - Romania 10
ZA - Sudafrica 10
UY - Uruguay 9
AE - Emirati Arabi Uniti 8
JO - Giordania 8
LT - Lituania 8
IL - Israele 7
CL - Cile 6
LB - Libano 5
LK - Sri Lanka 5
PH - Filippine 5
PY - Paraguay 5
EU - Europa 4
IE - Irlanda 4
KE - Kenya 4
RS - Serbia 4
TT - Trinidad e Tobago 4
BB - Barbados 3
CZ - Repubblica Ceca 3
EG - Egitto 3
JM - Giamaica 3
KZ - Kazakistan 3
NP - Nepal 3
NZ - Nuova Zelanda 3
PE - Perù 3
TN - Tunisia 3
AL - Albania 2
BA - Bosnia-Erzegovina 2
BH - Bahrain 2
BJ - Benin 2
CG - Congo 2
DO - Repubblica Dominicana 2
KW - Kuwait 2
NG - Nigeria 2
PA - Panama 2
PS - Palestinian Territory 2
SY - Repubblica araba siriana 2
UG - Uganda 2
AO - Angola 1
AZ - Azerbaigian 1
BN - Brunei Darussalam 1
BO - Bolivia 1
BY - Bielorussia 1
CR - Costa Rica 1
CY - Cipro 1
DZ - Algeria 1
GA - Gabon 1
GH - Ghana 1
HR - Croazia 1
KH - Cambogia 1
Totale 17.715
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Città #
Woodbridge 1.017
Hong Kong 727
Ashburn 721
Singapore 703
Ann Arbor 634
Santa Clara 589
Chandler 577
Fairfield 531
Houston 513
Serra 486
Milan 342
Sofia 317
Beijing 299
Dallas 270
Shanghai 251
Seattle 194
Wilmington 184
New York 179
Cambridge 176
Boardman 166
Ottawa 153
Lancaster 147
Izmir 144
Princeton 132
Jacksonville 124
Lawrence 118
Los Angeles 103
Bremen 101
Nanjing 86
Medford 85
Rome 83
Genova 80
Des Moines 78
Florence 73
Pisa 62
Istanbul 55
Abidjan 52
Hefei 52
Seoul 52
Dakar 49
Livorno 49
Redondo Beach 44
Boulder 42
Dong Ket 41
Council Bluffs 39
Bologna 38
Buffalo 36
Bern 33
Dearborn 33
Nanchang 31
Marseille 30
Ho Chi Minh City 27
Redwood City 27
Washington 27
Ogden 26
Tappahannock 25
São Paulo 24
The Dalles 24
Hanoi 22
San Jose 22
Brussels 21
Changsha 21
Columbus 21
Hebei 21
San Diego 21
Munich 20
Jüchen 19
Lucca 19
Tokyo 18
Falls Church 17
Harare 17
Helsinki 17
Norwalk 17
Shenyang 17
Düsseldorf 16
Rio de Janeiro 16
Jiaxing 14
Kunming 14
Phoenix 14
Carrara 13
Genoa 13
Guangzhou 13
Oslo 13
Paris 13
Pontedera 13
Dhaka 12
Ostend 12
Taipei 12
Vienna 12
Frankfurt am Main 11
London 11
San Giuliano Terme 11
Tashkent 11
Auburn Hills 10
Camogli 10
Pune 10
Tianjin 10
Warsaw 10
Abbiategrasso 9
Altopascio 9
Totale 11.923
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Nome #
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 387
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 288
Survey, experimental tests and mechanical modeling of the dome of Pisa cathedral: a multidisciplinary study 243
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 235
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 223
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 218
Evaluation of the increased load bearing capacity of steel beams strengthened with pre-stressed FRP laminates 206
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 203
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 191
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 190
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 187
A Simple Mechanical Model for a Wiper Blade Sliding and Sticking Over a Windscreen 186
Dynamical behaviour of a masonry medieval tower subjected to bell’s action. Part I: bell’s action measurement and modeling 184
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 184
null 184
An elastic-interface model for the mixed-mode bending test under cyclic loads 184
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 182
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 177
ANALYTICAL DETERMINATION OF STATICALLY ADMISSIBLE THRUST SURFACES FOR THE LIMIT ANALYSIS OF MASONRY VAULTS AND DOMES 174
A simple and effective nonlinear elastic one-dimensional model for the structural analysis of masonry arches 170
Influence of the wall shape on the collapse of arch-wall systems 169
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 168
SCALE MODELS FOR THE EXPERIMENTAL ANALYSIS OF THE COLLAPSE MECHANISMS OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS 168
CURVED AND TWISTED BEAM MODELS FOR AEROELASTIC ANALYSIS OF WIND TURBINE BLADES IN LARGE DISPLACEMENT 168
Collapse of masonry arches in Romanesque and Gothic constructions 165
A mechanical model of the four-point end notched flexure (4ENF) test based on an elastic-brittle interface 164
An interface model for mixed-mode, buckling-driven decohesion of superficial layers 163
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 161
The bell tower of S. Maria church in San Miniato: an attempt of integrated methodology of analysis 160
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 160
Load-bearing capacity of circular, pointed and elliptical masonry arches 156
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 156
On the Collapse of a Masonry Tower Subjected to Earthquake Loadings 153
A cohesive-zone model for steel beams strengthened with pre-stressed laminates 153
An experimental compliance calibration strategy for mixed-mode bending tests 151
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 151
A simple structural model for a masonry arch-wall system subjected to dead vertical loads 147
The Statics of Pointed Masonry Arches Between ‘Limit’ and ‘Elastic’ Analysis 147
A model for the stick-slip motion of slender structures subjected to axial loads and coulombian frictional constraints 146
Dynamical behaviour of a masonry medieval tower subjected to bell’s action. Part II: measurement and modelling of the tower motion 145
Non linear elastic analysis of masonry flat arches: some explicit solutions 144
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 144
Some explicit solutions for Flat and Depressed Masonry Arches 143
On the Collapse of a Masonry Tower Subjected to Earthquake Loadings 142
Exact optimal flexural design of laminates 142
Analysis of some historical sizing rules for arch-wall-piers systems 142
An elastic interface model for delamination buckling in laminated plates 141
La Meccanica delle Strutture in Italia: aspetti della ricerca e della didattica 140
Delamination growth in composite plates under compressive fatigue loads 139
Dynamic Behaviour of a Medieval Masonry Bell Tower. Part 2: Measurement and Modelling of the Tower Motion 138
EQUILIBRIUM OF MASONRY SAIL VAULTS: THE CASE STUDY OF A SUBTERRANEAN VAULT BY ANTONIO DA SANGALLO THE ELDER IN THE “FORTEZZA VECCHIA” IN LIVORNO 138
Un modello meccanico per travi inflesse rinforzate con FRP 136
Load-bearing capacity of circular and elliptical masonry arches 135
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 135
Non linear analysis and collapse of masonry arches 133
Valutazione della capacità portante di edifici in muratura soggetti ad azioni orizzontali: il caso studio del Mercato delle Vettovaglie di Livorno 131
Some remarks on historical sizing rules for arch-wall-piers systems 131
An enhanced beam model of the asymmetric double cantilever beam (ADCB) test for composite laminates 130
Bell's Dynamic Action on a Historical Masonry Tower 130
On shear stresses in tapered beams 130
A SIMPLE MODEL FOR INVESTIGATING THE NON-LINEAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO STICK-SLIP MOTION 130
Numerical calibration of the interface parameters to model the delamination of composite laminates 129
null 128
A mechanical model for delamination growth under cyclic compression 127
Shear stress detection in an elastic layer by a piezoelectric polymer tactile sensor 127
COLLAPSE OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS: SEARCHING FOR KINEMATICALLY AND STATICALLY ADMISSIBLE LOAD MULTIPLIERS 127
A SIMPLE MODEL FOR PREDICTING THE NONLIENAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO FRICTION 126
null 125
An elastic-interface model for buckling-driven delamination growth in composite panels under bending 125
null 124
Dynamic Behaviour of a Medieval Masonry Bell Tower. Part 1: Bell Dynamic Action Measurement and Modelling 122
Enhanced beam models for delamination toughness tests: influence of shear deformability 121
Analisi limite di elementi in muratura a pianta poligonale: il caso dei Bay Window di Back Bay in Boston 121
Enhanced beam-theory models for delamination test specimens 120
Analytical evaluation of the stress fields in tapered box girders 120
null 120
Optimum radii of circular masonry arches 119
Dynamics of a mass-spring system in contact with a rough surface moving according to a sinusoidal law 119
An experimental compliance calibration strategy for estimating the elastic interface constants of delamination test specimens 118
null 117
Mechanical Behaviour of Masonry Panels under In-Plane Loads 114
A non-linear elastic model for fiber-reinforced masonry and concrete arches 114
An elastic interface model for mixed-mode fracture of adhesive joints 113
Assessment of the in-plane shear capacity of masonry panels by elementary mechanical models 113
Comportamento dinamico e al collasso di un campanile medievale in muratura soggetto ad azioni sismiche 111
Survey, experimental tests and mechanical modelling of the dome of Pisa Cathedral: a multidisciplinary research 111
Modelling of interfacial fracture of layered structures 109
Comportamento non lineare di archi in muratura 109
null 109
Beamlike models for the analyses of curved, twisted and tapered horizontal-axis wind turbine (HAWT) blades undergoing large displacements 107
A mechanical model for mixed-mode delamination growth in composite laminates under cyclic compression 106
Enhanced beam models for delamination toughness tests: mixed-mode fracture tests 106
null 106
In-plane shear compression tests on Timber-Framed Pisé panels 102
On the collapse of a masonry tower subjected to earthquake loadings 101
null 101
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 100
L'insegnamento della scienza delle costruzioni in Italia 98
Refined beam models for interlaminar fracture toughness tests of fibre-reinforced laminates 97
Dispositivo di prova per materiali da costruzione 97
Totale 14.680
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Categoria #
all - tutte 46.340
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 46.340
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021539 0 0 0 0 0 0 64 105 88 90 43 149
2021/20221.208 42 109 40 58 225 174 39 67 45 26 61 322
2022/20231.783 176 173 126 257 204 240 9 145 324 20 90 19
2023/20241.268 149 145 180 85 204 218 37 30 21 31 43 125
2024/20253.738 52 195 53 189 436 443 241 217 328 497 330 757
2025/20262.069 224 428 353 268 370 415 11 0 0 0 0 0
Totale 18.028