CINECA IRIS Institutional Research Information System

BENNATI, STEFANO
 Distribuzione geografica
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Continente #
NA - Nord America 8.991
EU - Europa 5.316
AS - Asia 4.492
SA - Sud America 583
AF - Africa 200
OC - Oceania 22
Continente sconosciuto - Info sul continente non disponibili 4
Totale 19.608
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Nazione #
US - Stati Uniti d'America 8.738
IT - Italia 2.418
SG - Singapore 1.456
CN - Cina 1.095
DE - Germania 822
HK - Hong Kong 748
BR - Brasile 456
SE - Svezia 416
GB - Regno Unito 382
VN - Vietnam 363
BG - Bulgaria 318
TR - Turchia 242
CA - Canada 206
FR - Francia 206
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
UZ - Uzbekistan 18
AT - Austria 17
DK - Danimarca 17
GR - Grecia 17
ZA - Sudafrica 17
ZW - Zimbabwe 17
CO - Colombia 16
IR - Iran 16
NO - Norvegia 16
PT - Portogallo 15
VE - Venezuela 15
PH - Filippine 14
HU - Ungheria 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
EG - Egitto 5
JM - Giamaica 5
LK - Sri Lanka 5
TT - Trinidad e Tobago 5
BB - Barbados 4
DZ - Algeria 4
EU - Europa 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
TH - Thailandia 3
UG - Uganda 3
BA - Bosnia-Erzegovina 2
BJ - Benin 2
DO - Repubblica Dominicana 2
GT - Guatemala 2
KH - Cambogia 2
KW - Kuwait 2
MD - Moldavia 2
PS - Palestinian Territory 2
SY - Repubblica araba siriana 2
ZM - Zambia 2
AO - Angola 1
BN - Brunei Darussalam 1
Totale 19.590
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Città #
Woodbridge 1.017
Singapore 816
Ashburn 804
Hong Kong 735
Ann Arbor 634
Santa Clara 606
Chandler 577
Fairfield 532
Houston 518
Serra 486
San Jose 443
Milan 359
Sofia 317
Beijing 305
Dallas 278
Shanghai 253
Seattle 194
New York 193
Wilmington 185
Cambridge 176
Boardman 167
Ottawa 153
Lancaster 147
Izmir 144
Princeton 132
Jacksonville 124
Lawrence 118
Los Angeles 115
Bremen 101
Lauterbourg 101
Council Bluffs 95
Tokyo 94
Rome 93
Nanjing 86
Medford 85
Ho Chi Minh City 84
Genova 80
Des Moines 79
Florence 76
Hanoi 69
Pisa 65
Istanbul 58
Abidjan 52
Hefei 52
Seoul 52
Dakar 49
Livorno 49
Buffalo 44
Redondo Beach 44
Boulder 42
Dong Ket 41
Helsinki 41
Bologna 39
Bern 33
Dearborn 33
Marseille 31
Nanchang 31
Orem 30
São Paulo 28
Redwood City 27
Washington 27
Ogden 26
Tappahannock 25
The Dalles 25
Columbus 24
Brussels 21
Changsha 21
Hebei 21
San Diego 21
Chennai 20
Frankfurt am Main 20
Lucca 20
Munich 20
Zurich 20
Jüchen 19
Norwalk 18
Falls Church 17
Harare 17
Pontedera 17
Rio de Janeiro 17
Shenyang 17
Tashkent 17
Düsseldorf 16
Phoenix 16
Genoa 15
Paris 15
Jiaxing 14
Kunming 14
Brooklyn 13
Carrara 13
Dhaka 13
Guangzhou 13
Oslo 13
Mumbai 12
Ostend 12
San Giuliano Terme 12
Taipei 12
Toronto 12
Vienna 12
Lahore 11
Totale 13.100
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Nome #
3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF THE DOME OF PISA CATHEDRAL 399
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 317
Survey, experimental tests and mechanical modeling of the dome of Pisa cathedral: a multidisciplinary study 267
Equilibrium of Pointed, Circular and Elliptical Masonry Arches Bearing Vertical Walls 244
Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems 234
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 230
Evaluation of the increased load bearing capacity of steel beams strengthened with pre-stressed FRP laminates 216
Analysis of rotational and sliding collapse modes of masonry arches via Durand- Claye’s method 215
EQUILIBRIUM ANALYSIS OF A SAIL VAULT IN LIVORNO’S FORTEZZA VECCHIA THROUGH A MODERN RE-EDITION OF THE STABILITY AREA METHOD 206
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 205
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 202
Dynamical behaviour of a masonry medieval tower subjected to bell’s action. Part I: bell’s action measurement and modeling 200
A Simple Mechanical Model for a Wiper Blade Sliding and Sticking Over a Windscreen 200
Studying the dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye's method 200
An elastic-interface model for the mixed-mode bending test under cyclic loads 197
A MODERN REINTERPRETATION OF DURAND-CLAYE’S METHOD FOR THE STUDY OF EQUILIBRIUM CONDITIONS OF MASONRY DOMES 194
Collapse of masonry arches in Romanesque and Gothic constructions 191
ANALYTICAL DETERMINATION OF STATICALLY ADMISSIBLE THRUST SURFACES FOR THE LIMIT ANALYSIS OF MASONRY VAULTS AND DOMES 189
A mechanical model of the four-point end notched flexure (4ENF) test based on an elastic-brittle interface 188
Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method 186
null 184
CURVED AND TWISTED BEAM MODELS FOR AEROELASTIC ANALYSIS OF WIND TURBINE BLADES IN LARGE DISPLACEMENT 180
A simple and effective nonlinear elastic one-dimensional model for the structural analysis of masonry arches 179
The bell tower of S. Maria church in San Miniato: an attempt of integrated methodology of analysis 176
An interface model for mixed-mode, buckling-driven decohesion of superficial layers 174
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 174
Soluzioni esplicite per l’analisi elastica non lineare e l’analisi limite di strutture ad arco in muratura 173
Characterisation of the mechanical behaviour of the bell tower of the Cathedral of San Miniato (Pisa) 173
Influence of the wall shape on the collapse of arch-wall systems 173
Studying the Dome of Pisa Cathedral via a modern reinterpretation of Durand-Claye’s method 172
SCALE MODELS FOR THE EXPERIMENTAL ANALYSIS OF THE COLLAPSE MECHANISMS OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS 169
A study of the collapse of arch-piers systems by limit and nonlinear elastic analysis 168
A simple structural model for a masonry arch-wall system subjected to dead vertical loads 167
EQUILIBRIUM OF MASONRY SAIL VAULTS: THE CASE STUDY OF A SUBTERRANEAN VAULT BY ANTONIO DA SANGALLO THE ELDER IN THE “FORTEZZA VECCHIA” IN LIVORNO 167
An experimental compliance calibration strategy for mixed-mode bending tests 165
Load-bearing capacity of circular, pointed and elliptical masonry arches 164
The Statics of Pointed Masonry Arches Between ‘Limit’ and ‘Elastic’ Analysis 164
On the Collapse of a Masonry Tower Subjected to Earthquake Loadings 162
A cohesive-zone model for steel beams strengthened with pre-stressed laminates 162
Non linear elastic analysis of masonry flat arches: some explicit solutions 161
An elastic interface model for delamination buckling in laminated plates 159
Dynamical behaviour of a masonry medieval tower subjected to bell’s action. Part II: measurement and modelling of the tower motion 158
A model for the stick-slip motion of slender structures subjected to axial loads and coulombian frictional constraints 158
THE COLLAPSE OF A MAGASIN À POUDRE DESCRIBED BY FRÉZIER: AN INTERESTING CASE STUDY FROM THE PAST 158
Delamination growth in composite plates under compressive fatigue loads 156
Exact optimal flexural design of laminates 153
Dynamic Behaviour of a Medieval Masonry Bell Tower. Part 2: Measurement and Modelling of the Tower Motion 151
La Meccanica delle Strutture in Italia: aspetti della ricerca e della didattica 151
Some explicit solutions for Flat and Depressed Masonry Arches 149
Numerical calibration of the interface parameters to model the delamination of composite laminates 149
An elastic-interface model for buckling-driven delamination growth in composite panels under bending 149
Analysis of some historical sizing rules for arch-wall-piers systems 149
On the Collapse of a Masonry Tower Subjected to Earthquake Loadings 146
Un modello meccanico per travi inflesse rinforzate con FRP 146
Load-bearing capacity of circular and elliptical masonry arches 146
Some remarks on historical sizing rules for arch-wall-piers systems 146
COLLAPSE OF MASONRY BAY WINDOWS UNDER HORIZONTAL ACTIONS: SEARCHING FOR KINEMATICALLY AND STATICALLY ADMISSIBLE LOAD MULTIPLIERS 145
A SIMPLE MODEL FOR PREDICTING THE NONLIENAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO FRICTION 144
Some explicit solutions for nonlinear elastic depressed masonry arches loaded to collapse 143
A SIMPLE MODEL FOR INVESTIGATING THE NON-LINEAR DYNAMIC BEHAVIOR OF ELASTIC SYSTEMS SUBJECTED TO STICK-SLIP MOTION 143
Analytical evaluation of the stress fields in tapered box girders 142
Survey, experimental tests and mechanical modelling of the dome of Pisa Cathedral: a multidisciplinary research 142
An enhanced beam model of the asymmetric double cantilever beam (ADCB) test for composite laminates 141
Non linear analysis and collapse of masonry arches 140
A mechanical model for delamination growth under cyclic compression 140
On shear stresses in tapered beams 140
Bell's Dynamic Action on a Historical Masonry Tower 138
Valutazione della capacità portante di edifici in muratura soggetti ad azioni orizzontali: il caso studio del Mercato delle Vettovaglie di Livorno 138
Analisi limite di elementi in muratura a pianta poligonale: il caso dei Bay Window di Back Bay in Boston 137
Enhanced beam-theory models for delamination test specimens 135
Shear stress detection in an elastic layer by a piezoelectric polymer tactile sensor 135
Dynamic Behaviour of a Medieval Masonry Bell Tower. Part 1: Bell Dynamic Action Measurement and Modelling 133
Assessment of the in-plane shear capacity of masonry panels by elementary mechanical models 131
An elastic interface model for mixed-mode fracture of adhesive joints 130
Enhanced beam models for delamination toughness tests: influence of shear deformability 130
null 128
Mechanical Behaviour of Masonry Panels under In-Plane Loads 127
Optimum radii of circular masonry arches 127
An experimental compliance calibration strategy for estimating the elastic interface constants of delamination test specimens 127
Dynamics of a mass-spring system in contact with a rough surface moving according to a sinusoidal law 126
null 125
A mechanical model for mixed-mode delamination growth in composite laminates under cyclic compression 125
A non-linear elastic model for fiber-reinforced masonry and concrete arches 125
Comportamento dinamico e al collasso di un campanile medievale in muratura soggetto ad azioni sismiche 124
null 124
A PARAMETRIC STUDY OF MASONRY DOMES EQUILIBRIUM VIA A REVISITATION OF THE DURAND-CLAYE METHOD 121
Modelling of interfacial fracture of layered structures 120
Enhanced beam models for delamination toughness tests: mixed-mode fracture tests 120
null 120
Comportamento non lineare di archi in muratura 118
Beamlike models for the analyses of curved, twisted and tapered horizontal-axis wind turbine (HAWT) blades undergoing large displacements 118
null 117
On the collapse of a masonry tower subjected to earthquake loadings 116
A numerical tool for assessing the stability of masonry arches and domes via Durand-Claye’s method 116
Searching for admissible thrust surfaces in axial-symmetric masonry domes: Some first explicit solutions 112
Studying the equilibrium of oval-base pointed masonry domes: the case of Pisa Cathedral 111
Refined beam models for interlaminar fracture toughness tests of fibre-reinforced laminates 110
In-plane shear compression tests on Timber-Framed Pisé panels 110
null 109
L'insegnamento della scienza delle costruzioni in Italia 106
Totale 15.920
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Categoria #
all - tutte 51.628
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 51.628
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2025/20263.924 224 428 353 268 370 415 631 208 258 452 136 181
2026/202727 27 0 0 0 0 0 0 0 0 0 0 0
Totale 19.910