CINECA IRIS Institutional Research Information System

BENNATI, STEFANO
 Distribuzione geografica
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Continente #
NA - Nord America 10.021
EU - Europa 5.355
AS - Asia 4.514
SA - Sud America 593
Continente sconosciuto - Info sul continente non disponibili 306
AF - Africa 200
OC - Oceania 22
Totale 21.011
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Nazione #
US - Stati Uniti d'America 9.714
IT - Italia 2.444
SG - Singapore 1.466
CN - Cina 1.100
DE - Germania 825
HK - Hong Kong 750
BR - Brasile 463
SE - Svezia 418
GB - Regno Unito 383
VN - Vietnam 363
BG - Bulgaria 318
TR - Turchia 243
CA - Canada 230
FR - Francia 208
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 48
BE - Belgio 41
AR - Argentina 38
NL - Olanda 32
PK - Pakistan 30
ID - Indonesia 29
IQ - Iraq 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
JM - Giamaica 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
MY - Malesia 13
TW - Taiwan 13
RO - Romania 11
CL - Cile 10
CR - Costa Rica 10
IL - Israele 10
JO - Giordania 10
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
TT - Trinidad e Tobago 6
EG - Egitto 5
LK - Sri Lanka 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
GT - Guatemala 3
KZ - Kazakistan 3
LI - Liechtenstein 3
NG - Nigeria 3
NI - Nicaragua 3
NZ - Nuova Zelanda 3
PA - Panama 3
SV - El Salvador 3
UG - Uganda 3
BA - Bosnia-Erzegovina 2
BJ - Benin 2
BY - Bielorussia 2
DO - Repubblica Dominicana 2
GP - Guadalupe 2
KH - Cambogia 2
KW - Kuwait 2
MD - Moldavia 2
Totale 20.687
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Città #
Woodbridge 1.017
Ashburn 864
Singapore 821
Hong Kong 737
Ann Arbor 634
Santa Clara 613
Chandler 577
Fairfield 532
Houston 518
San Jose 511
Serra 486
Milan 361
Sofia 317
Beijing 306
Dallas 281
Shanghai 254
Council Bluffs 235
New York 209
Seattle 194
Wilmington 187
Cambridge 176
Boardman 167
Ottawa 153
Lancaster 147
Izmir 144
Princeton 133
Los Angeles 132
Jacksonville 125
Lawrence 118
Bremen 101
Lauterbourg 101
Rome 95
Tokyo 94
Nanjing 86
Medford 85
Ho Chi Minh City 84
Florence 80
Genova 80
Des Moines 79
Hanoi 69
Pisa 67
Istanbul 59
Abidjan 52
Hefei 52
Seoul 52
Buffalo 51
Dakar 49
Livorno 49
Redondo Beach 44
Boulder 42
Dong Ket 41
Helsinki 41
Bologna 39
Washington 34
Bern 33
Dearborn 33
São Paulo 33
Marseille 31
Nanchang 31
Orem 31
The Dalles 28
Redwood City 27
Ogden 26
Atlanta 25
Tappahannock 25
Columbus 24
Frankfurt am Main 22
Phoenix 22
Brussels 21
Changsha 21
Hebei 21
San Diego 21
Chennai 20
Lucca 20
Munich 20
Zurich 20
Jüchen 19
Norwalk 19
Genoa 18
Toronto 18
Chicago 17
Falls Church 17
Harare 17
Pontedera 17
Rio de Janeiro 17
Shenyang 17
Tashkent 17
Brooklyn 16
Düsseldorf 16
Paris 15
Jiaxing 14
Kunming 14
Montreal 14
Carrara 13
Dhaka 13
Guangzhou 13
Oslo 13
London 12
Mumbai 12
Ostend 12
Totale 13.500
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Nome #
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 410
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 325
An experimental compliance calibration strategy for estimating the elastic interface constants of delamination test specimens 311
Survey, experimental tests and mechanical modeling of the dome of Pisa cathedral: a multidisciplinary study 274
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 250
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 238
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 233
Evaluation of the increased load bearing capacity of steel beams strengthened with pre-stressed FRP laminates 223
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 218
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 216
Dynamical behaviour of a masonry medieval tower subjected to bell’s action. Part I: bell’s action measurement and modeling 209
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 209
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 208
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 206
Collapse of masonry arches in Romanesque and Gothic constructions 204
A Simple Mechanical Model for a Wiper Blade Sliding and Sticking Over a Windscreen 203
An elastic-interface model for the mixed-mode bending test under cyclic loads 202
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 199
ANALYTICAL DETERMINATION OF STATICALLY ADMISSIBLE THRUST SURFACES FOR THE LIMIT ANALYSIS OF MASONRY VAULTS AND DOMES 196
A mechanical model of the four-point end notched flexure (4ENF) test based on an elastic-brittle interface 195
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 192
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 188
CURVED AND TWISTED BEAM MODELS FOR AEROELASTIC ANALYSIS OF WIND TURBINE BLADES IN LARGE DISPLACEMENT 187
A simple and effective nonlinear elastic one-dimensional model for the structural analysis of masonry arches 186
The bell tower of S. Maria church in San Miniato: an attempt of integrated methodology of analysis 185
null 184
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 181
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 180
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 180
An interface model for mixed-mode, buckling-driven decohesion of superficial layers 179
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 178
EQUILIBRIUM OF MASONRY SAIL VAULTS: THE CASE STUDY OF A SUBTERRANEAN VAULT BY ANTONIO DA SANGALLO THE ELDER IN THE “FORTEZZA VECCHIA” IN LIVORNO 178
A simple structural model for a masonry arch-wall system subjected to dead vertical loads 177
Influence of the wall shape on the collapse of arch-wall systems 177
The Statics of Pointed Masonry Arches Between ‘Limit’ and ‘Elastic’ Analysis 176
Load-bearing capacity of circular, pointed and elliptical masonry arches 174
SCALE MODELS FOR THE EXPERIMENTAL ANALYSIS OF THE COLLAPSE MECHANISMS OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS 171
An experimental compliance calibration strategy for mixed-mode bending tests 170
A cohesive-zone model for steel beams strengthened with pre-stressed laminates 169
Dynamical behaviour of a masonry medieval tower subjected to bell’s action. Part II: measurement and modelling of the tower motion 168
A model for the stick-slip motion of slender structures subjected to axial loads and coulombian frictional constraints 168
Non linear elastic analysis of masonry flat arches: some explicit solutions 168
On the Collapse of a Masonry Tower Subjected to Earthquake Loadings 167
Delamination growth in composite plates under compressive fatigue loads 164
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 163
An elastic interface model for delamination buckling in laminated plates 162
Dynamic Behaviour of a Medieval Masonry Bell Tower. Part 2: Measurement and Modelling of the Tower Motion 161
La Meccanica delle Strutture in Italia: aspetti della ricerca e della didattica 161
Numerical calibration of the interface parameters to model the delamination of composite laminates 161
An elastic-interface model for buckling-driven delamination growth in composite panels under bending 160
Survey, experimental tests and mechanical modelling of the dome of Pisa Cathedral: a multidisciplinary research 159
Some explicit solutions for Flat and Depressed Masonry Arches 157
Exact optimal flexural design of laminates 157
Analysis of some historical sizing rules for arch-wall-piers systems 156
Some remarks on historical sizing rules for arch-wall-piers systems 155
Un modello meccanico per travi inflesse rinforzate con FRP 154
Analytical evaluation of the stress fields in tapered box girders 153
On the Collapse of a Masonry Tower Subjected to Earthquake Loadings 152
Load-bearing capacity of circular and elliptical masonry arches 152
COLLAPSE OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS: SEARCHING FOR KINEMATICALLY AND STATICALLY ADMISSIBLE LOAD MULTIPLIERS 152
A SIMPLE MODEL FOR PREDICTING THE NONLIENAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO FRICTION 152
Non linear analysis and collapse of masonry arches 148
A mechanical model for delamination growth under cyclic compression 148
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 148
Dynamic Behaviour of a Medieval Masonry Bell Tower. Part 1: Bell Dynamic Action Measurement and Modelling 148
Bell's Dynamic Action on a Historical Masonry Tower 147
A SIMPLE MODEL FOR INVESTIGATING THE NON-LINEAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO STICK-SLIP MOTION 147
On shear stresses in tapered beams 146
An enhanced beam model of the asymmetric double cantilever beam (ADCB) test for composite laminates 145
Analisi limite di elementi in muratura a pianta poligonale: il caso dei Bay Window di Back Bay in Boston 144
Valutazione della capacità portante di edifici in muratura soggetti ad azioni orizzontali: il caso studio del Mercato delle Vettovaglie di Livorno 143
Shear stress detection in an elastic layer by a piezoelectric polymer tactile sensor 143
Enhanced beam-theory models for delamination test specimens 142
Enhanced beam models for delamination toughness tests: influence of shear deformability 139
Optimum radii of circular masonry arches 138
An elastic interface model for mixed-mode fracture of adhesive joints 138
Assessment of the in-plane shear capacity of masonry panels by elementary mechanical models 138
A mechanical model for mixed-mode delamination growth in composite laminates under cyclic compression 135
Comportamento dinamico e al collasso di un campanile medievale in muratura soggetto ad azioni sismiche 133
A non-linear elastic model for fiber-reinforced masonry and concrete arches 133
Dynamics of a mass-spring system in contact with a rough surface moving according to a sinusoidal law 133
Mechanical Behaviour of Masonry Panels under In-Plane Loads 132
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 129
null 128
Enhanced beam models for delamination toughness tests: mixed-mode fracture tests 127
null 125
null 124
Modelling of interfacial fracture of layered structures 124
Comportamento non lineare di archi in muratura 123
Beamlike models for the analyses of curved, twisted and tapered horizontal-axis wind turbine (HAWT) blades undergoing large displacements 123
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 122
On the collapse of a masonry tower subjected to earthquake loadings 120
null 120
Refined beam models for interlaminar fracture toughness tests of fibre-reinforced laminates 119
Searching for admissible thrust surfaces in axial-symmetric masonry domes: Some first explicit solutions 119
null 117
In-plane shear compression tests on Timber-Framed Pisé panels 117
Frattura interlaminare secondo il modo I in un laminato composito 115
Risposta dinamica di un sistema elastico a contatto con una superficie ruvida mobile 115
Studying the equilibrium of oval-base pointed masonry domes: the case of Pisa Cathedral 114
Totale 16.792
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Categoria #
all - tutte 55.022
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 55.022
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.057 0 0 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
2026/20271.128 169 495 464 0 0 0 0 0 0 0 0 0
Totale 21.011