CINECA IRIS Institutional Research Information System

BENNATI, STEFANO
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 9.539
EU - Europa 5.339
AS - Asia 4.505
SA - Sud America 590
Continente sconosciuto - Info sul continente non disponibili 306
AF - Africa 200
OC - Oceania 22
Totale 20.501
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 9.258
IT - Italia 2.432
SG - Singapore 1.465
CN - Cina 1.097
DE - Germania 823
HK - Hong Kong 749
BR - Brasile 460
SE - Svezia 418
GB - Regno Unito 383
VN - Vietnam 363
BG - Bulgaria 318
TR - Turchia 242
CA - Canada 218
FR - Francia 207
RU - Federazione Russa 150
FI - Finlandia 144
UA - Ucraina 140
IN - India 121
JP - Giappone 110
CH - Svizzera 64
KR - Corea 60
CI - Costa d'Avorio 52
SN - Senegal 49
BD - Bangladesh 47
BE - Belgio 41
AR - Argentina 38
NL - Olanda 32
ID - Indonesia 29
IQ - Iraq 29
PK - Pakistan 29
MX - Messico 22
PL - Polonia 21
SA - Arabia Saudita 21
EC - Ecuador 20
MA - Marocco 20
ES - Italia 19
AU - Australia 18
CO - Colombia 18
UZ - Uzbekistan 18
AT - Austria 17
DK - Danimarca 17
GR - Grecia 17
ZA - Sudafrica 17
ZW - Zimbabwe 17
HU - Ungheria 16
IR - Iran 16
NO - Norvegia 16
VE - Venezuela 16
PT - Portogallo 15
PH - Filippine 14
JM - Giamaica 13
MY - Malesia 13
TW - Taiwan 13
CL - Cile 10
JO - Giordania 10
RO - Romania 10
IL - Israele 9
PY - Paraguay 9
UY - Uruguay 9
AE - Emirati Arabi Uniti 8
LT - Lituania 8
IE - Irlanda 7
NP - Nepal 7
TN - Tunisia 7
KE - Kenya 6
LB - Libano 6
PE - Perù 6
RS - Serbia 6
CR - Costa Rica 5
EG - Egitto 5
LK - Sri Lanka 5
TT - Trinidad e Tobago 5
BB - Barbados 4
DZ - Algeria 4
EU - Europa 4
TH - Thailandia 4
AL - Albania 3
AZ - Azerbaigian 3
BH - Bahrain 3
BO - Bolivia 3
CG - Congo 3
CZ - Repubblica Ceca 3
ET - Etiopia 3
KZ - Kazakistan 3
LI - Liechtenstein 3
NG - Nigeria 3
NZ - Nuova Zelanda 3
PA - Panama 3
UG - Uganda 3
BA - Bosnia-Erzegovina 2
BJ - Benin 2
BY - Bielorussia 2
DO - Repubblica Dominicana 2
GP - Guadalupe 2
GT - Guatemala 2
KH - Cambogia 2
KW - Kuwait 2
MD - Moldavia 2
NI - Nicaragua 2
PS - Palestinian Territory 2
Totale 20.177
Salva come PNG Salva come JPEG
Città #
Woodbridge 1.017
Ashburn 842
Singapore 821
Hong Kong 736
Ann Arbor 634
Santa Clara 610
Chandler 577
Fairfield 532
Houston 518
Serra 486
San Jose 448
Milan 360
Sofia 317
Beijing 305
Dallas 280
Shanghai 254
Council Bluffs 232
New York 206
Seattle 194
Wilmington 187
Cambridge 176
Boardman 167
Ottawa 153
Lancaster 147
Izmir 144
Princeton 132
Jacksonville 125
Los Angeles 123
Lawrence 118
Bremen 101
Lauterbourg 101
Rome 94
Tokyo 94
Nanjing 86
Medford 85
Ho Chi Minh City 84
Florence 80
Genova 80
Des Moines 79
Hanoi 69
Pisa 66
Istanbul 58
Abidjan 52
Hefei 52
Seoul 52
Dakar 49
Livorno 49
Buffalo 47
Redondo Beach 44
Boulder 42
Dong Ket 41
Helsinki 41
Bologna 39
Bern 33
Dearborn 33
Marseille 31
Nanchang 31
Orem 31
São Paulo 31
The Dalles 28
Redwood City 27
Washington 27
Ogden 26
Tappahannock 25
Columbus 24
Atlanta 23
Brussels 21
Changsha 21
Frankfurt am Main 21
Hebei 21
San Diego 21
Chennai 20
Lucca 20
Munich 20
Zurich 20
Jüchen 19
Norwalk 18
Falls Church 17
Genoa 17
Harare 17
Pontedera 17
Rio de Janeiro 17
Shenyang 17
Tashkent 17
Düsseldorf 16
Phoenix 16
Toronto 16
Brooklyn 15
Paris 15
Jiaxing 14
Kunming 14
Montreal 14
Carrara 13
Dhaka 13
Guangzhou 13
Oslo 13
London 12
Mumbai 12
Ostend 12
San Giuliano Terme 12
Totale 13.357
Salva come PNG Salva come JPEG
Nome #
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 402
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 322
An experimental compliance calibration strategy for estimating the elastic interface constants of delamination test specimens 308
Survey, experimental tests and mechanical modeling of the dome of Pisa cathedral: a multidisciplinary study 272
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 246
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 237
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 231
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 217
Evaluation of the increased load bearing capacity of steel beams strengthened with pre-stressed FRP laminates 216
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 212
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 206
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 204
Dynamical behaviour of a masonry medieval tower subjected to bell’s action. Part I: bell’s action measurement and modeling 203
A Simple Mechanical Model for a Wiper Blade Sliding and Sticking Over a Windscreen 201
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 201
Collapse of masonry arches in Romanesque and Gothic constructions 199
An elastic-interface model for the mixed-mode bending test under cyclic loads 199
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 196
ANALYTICAL DETERMINATION OF STATICALLY ADMISSIBLE THRUST SURFACES FOR THE LIMIT ANALYSIS OF MASONRY VAULTS AND DOMES 192
A mechanical model of the four-point end notched flexure (4ENF) test based on an elastic-brittle interface 191
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 191
null 184
A simple and effective nonlinear elastic one-dimensional model for the structural analysis of masonry arches 183
CURVED AND TWISTED BEAM MODELS FOR AEROELASTIC ANALYSIS OF WIND TURBINE BLADES IN LARGE DISPLACEMENT 183
The bell tower of S. Maria church in San Miniato: an attempt of integrated methodology of analysis 180
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 179
An interface model for mixed-mode, buckling-driven decohesion of superficial layers 178
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 177
Influence of the wall shape on the collapse of arch-wall systems 175
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 175
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 174
A simple structural model for a masonry arch-wall system subjected to dead vertical loads 173
EQUILIBRIUM OF MASONRY SAIL VAULTS: THE CASE STUDY OF A SUBTERRANEAN VAULT BY ANTONIO DA SANGALLO THE ELDER IN THE “FORTEZZA VECCHIA” IN LIVORNO 173
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 172
SCALE MODELS FOR THE EXPERIMENTAL ANALYSIS OF THE COLLAPSE MECHANISMS OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS 171
Load-bearing capacity of circular, pointed and elliptical masonry arches 169
The Statics of Pointed Masonry Arches Between ‘Limit’ and ‘Elastic’ Analysis 168
An experimental compliance calibration strategy for mixed-mode bending tests 167
On the Collapse of a Masonry Tower Subjected to Earthquake Loadings 164
Dynamical behaviour of a masonry medieval tower subjected to bell’s action. Part II: measurement and modelling of the tower motion 164
A cohesive-zone model for steel beams strengthened with pre-stressed laminates 164
Non linear elastic analysis of masonry flat arches: some explicit solutions 163
A model for the stick-slip motion of slender structures subjected to axial loads and coulombian frictional constraints 162
An elastic interface model for delamination buckling in laminated plates 160
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 160
Delamination growth in composite plates under compressive fatigue loads 159
Dynamic Behaviour of a Medieval Masonry Bell Tower. Part 2: Measurement and Modelling of the Tower Motion 158
La Meccanica delle Strutture in Italia: aspetti della ricerca e della didattica 157
Exact optimal flexural design of laminates 155
Numerical calibration of the interface parameters to model the delamination of composite laminates 155
An elastic-interface model for buckling-driven delamination growth in composite panels under bending 153
Some explicit solutions for Flat and Depressed Masonry Arches 152
Survey, experimental tests and mechanical modelling of the dome of Pisa Cathedral: a multidisciplinary research 152
Some remarks on historical sizing rules for arch-wall-piers systems 151
Analysis of some historical sizing rules for arch-wall-piers systems 150
On the Collapse of a Masonry Tower Subjected to Earthquake Loadings 149
Un modello meccanico per travi inflesse rinforzate con FRP 149
Load-bearing capacity of circular and elliptical masonry arches 149
Analytical evaluation of the stress fields in tapered box girders 147
A SIMPLE MODEL FOR PREDICTING THE NONLIENAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO FRICTION 147
COLLAPSE OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS: SEARCHING FOR KINEMATICALLY AND STATICALLY ADMISSIBLE LOAD MULTIPLIERS 146
A SIMPLE MODEL FOR INVESTIGATING THE NON-LINEAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO STICK-SLIP MOTION 146
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 145
Non linear analysis and collapse of masonry arches 144
A mechanical model for delamination growth under cyclic compression 142
An enhanced beam model of the asymmetric double cantilever beam (ADCB) test for composite laminates 142
Bell's Dynamic Action on a Historical Masonry Tower 142
On shear stresses in tapered beams 142
Valutazione della capacità portante di edifici in muratura soggetti ad azioni orizzontali: il caso studio del Mercato delle Vettovaglie di Livorno 140
Shear stress detection in an elastic layer by a piezoelectric polymer tactile sensor 140
Analisi limite di elementi in muratura a pianta poligonale: il caso dei Bay Window di Back Bay in Boston 139
Dynamic Behaviour of a Medieval Masonry Bell Tower. Part 1: Bell Dynamic Action Measurement and Modelling 138
Enhanced beam-theory models for delamination test specimens 137
Assessment of the in-plane shear capacity of masonry panels by elementary mechanical models 136
An elastic interface model for mixed-mode fracture of adhesive joints 134
Enhanced beam models for delamination toughness tests: influence of shear deformability 133
Optimum radii of circular masonry arches 132
Comportamento dinamico e al collasso di un campanile medievale in muratura soggetto ad azioni sismiche 130
Mechanical Behaviour of Masonry Panels under In-Plane Loads 129
A mechanical model for mixed-mode delamination growth in composite laminates under cyclic compression 128
Dynamics of a mass-spring system in contact with a rough surface moving according to a sinusoidal law 128
null 128
A non-linear elastic model for fiber-reinforced masonry and concrete arches 126
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 126
null 125
null 124
Enhanced beam models for delamination toughness tests: mixed-mode fracture tests 122
Modelling of interfacial fracture of layered structures 121
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 121
null 120
Beamlike models for the analyses of curved, twisted and tapered horizontal-axis wind turbine (HAWT) blades undergoing large displacements 120
Comportamento non lineare di archi in muratura 119
On the collapse of a masonry tower subjected to earthquake loadings 117
null 117
Refined beam models for interlaminar fracture toughness tests of fibre-reinforced laminates 114
Searching for admissible thrust surfaces in axial-symmetric masonry domes: Some first explicit solutions 114
Studying the equilibrium of oval-base pointed masonry domes: the case of Pisa Cathedral 113
In-plane shear compression tests on Timber-Framed Pisé panels 112
A mechanical model for mixed-mode buckling-driven delamination growth 110
L'insegnamento della scienza delle costruzioni in Italia 110
Totale 16.399
Salva come PNG Salva come JPEG
Categoria #
all - tutte 53.855
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 53.855
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.166 0 109 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
2025/20263.924 224 428 353 268 370 415 631 208 258 452 136 181
2026/2027618 169 449 0 0 0 0 0 0 0 0 0 0
Totale 20.501