BARTOLI, GIANNI
 Distribuzione geografica
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Continente #
NA - Nord America 25.541
EU - Europa 20.388
AS - Asia 11.316
SA - Sud America 1.874
Continente sconosciuto - Info sul continente non disponibili 560
AF - Africa 395
OC - Oceania 217
Totale 60.291
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Nazione #
US - Stati Uniti d'America 25.035
IT - Italia 5.588
RU - Federazione Russa 5.057
PL - Polonia 4.612
SG - Singapore 3.062
CN - Cina 2.649
HK - Hong Kong 1.677
BR - Brasile 1.487
VN - Vietnam 1.342
IE - Irlanda 1.315
SE - Svezia 990
KR - Corea 935
FR - Francia 556
DE - Germania 444
FI - Finlandia 408
GB - Regno Unito 400
IN - India 390
UA - Ucraina 298
CA - Canada 290
BD - Bangladesh 223
AU - Australia 215
ES - Italia 173
JP - Giappone 156
TR - Turchia 154
AR - Argentina 144
ID - Indonesia 140
NL - Olanda 129
MA - Marocco 102
JO - Giordania 98
MX - Messico 97
CH - Svizzera 96
IQ - Iraq 75
EC - Ecuador 73
CI - Costa d'Avorio 62
BE - Belgio 60
NG - Nigeria 54
ZA - Sudafrica 50
IR - Iran 44
CL - Cile 42
TW - Taiwan 42
PK - Pakistan 40
PT - Portogallo 39
SA - Arabia Saudita 36
MY - Malesia 34
RO - Romania 34
GR - Grecia 33
PY - Paraguay 30
CO - Colombia 29
EG - Egitto 28
NP - Nepal 27
VE - Venezuela 27
NO - Norvegia 26
AT - Austria 25
UZ - Uzbekistan 24
PH - Filippine 23
PE - Perù 21
JM - Giamaica 20
KZ - Kazakistan 20
AE - Emirati Arabi Uniti 19
IL - Israele 18
KE - Kenya 18
CR - Costa Rica 17
LT - Lituania 17
TN - Tunisia 17
DO - Repubblica Dominicana 16
DZ - Algeria 16
CZ - Repubblica Ceca 13
SC - Seychelles 12
UY - Uruguay 12
GT - Guatemala 11
TT - Trinidad e Tobago 11
AZ - Azerbaigian 10
EE - Estonia 10
HN - Honduras 10
BJ - Benin 9
EU - Europa 9
PS - Palestinian Territory 9
TH - Thailandia 9
AL - Albania 8
BO - Bolivia 8
OM - Oman 8
DK - Danimarca 7
BG - Bulgaria 6
ET - Etiopia 6
HU - Ungheria 6
KH - Cambogia 6
NI - Nicaragua 6
RS - Serbia 6
LK - Sri Lanka 5
LV - Lettonia 5
QA - Qatar 5
SI - Slovenia 5
BA - Bosnia-Erzegovina 4
BB - Barbados 4
BS - Bahamas 4
GA - Gabon 4
GE - Georgia 4
KG - Kirghizistan 4
LB - Libano 4
MD - Moldavia 4
Totale 59.662
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Città #
Santa Clara 6.266
Warsaw 4.599
Ashburn 2.299
Singapore 2.138
Fairfield 1.374
Hong Kong 1.348
Chandler 1.336
Dublin 1.307
San Jose 1.188
Seoul 913
Milan 875
Florence 680
Cambridge 648
Woodbridge 643
Seattle 618
Houston 572
Beijing 561
Council Bluffs 536
Wilmington 510
Ho Chi Minh City 433
Hefei 428
Rome 407
Buffalo 401
Jacksonville 399
Princeton 399
Los Angeles 371
The Dalles 367
Ann Arbor 353
Lauterbourg 330
Hanoi 299
Altamura 290
Lawrence 266
Boardman 230
Boston 217
Melbourne 202
Mumbai 198
Medford 196
New York 194
Moscow 192
Dallas 146
Shanghai 135
Clifton 134
Naples 134
Tokyo 118
São Paulo 113
Helsinki 107
Turin 105
Bologna 103
Falls Church 95
Dong Ket 91
Kent 85
San Diego 85
Jakarta 83
Toronto 80
Casablanca 77
Bern 75
Redondo Beach 74
Munich 71
Izmir 67
Abidjan 62
Chicago 62
Figino 62
London 62
Guangzhou 61
Norwalk 61
Como 59
Palermo 59
Phoenix 59
Orem 58
Barcelona 56
Haiphong 56
Atlanta 51
Da Nang 48
Bari 47
Abuja 46
Brussels 46
Andover 43
Montreal 42
Hillsboro 41
Brooklyn 40
Rio de Janeiro 40
Basingstoke 39
Chennai 39
Redwood City 39
Brescia 38
Pisa 37
Dearborn 35
Genoa 33
Lappeenranta 33
San Mateo 33
Yubileyny 32
Prato 31
San Francisco 31
Baghdad 30
Cagliari 29
Denver 29
Quito 29
Rimini 27
Venice 27
Verona 27
Totale 38.340
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Nome #
Wind effects on a tall building with permeable envelopes 459
Analisi del rischio sismico del Campanile della Collegiata di Santa Maria Assunta a San Gimignano (Siena) 445
Strumenti Open Source per l’ingegneria strutturale. Modellazione meccanica non lineare di edifici in muratura. 443
Vulnerabilità sismica del patrimonio monumentale della Toscana. Il caso della Torre Grossa di San Gimignano 420
Numerical Modeling of the Structural Behavior of Brunelleschi’s Dome of Santa Maria del Fiore 397
Low-speed galloping for rectangular cylinders with side ratios larger than unity 348
Analisi del rischio sismico di una torre medioevale in muratura 342
Leonardo, the wind and the flying sphere 334
Radar detection of pedestrian-induced vibrations on Michelangelo’s David 332
Combined experimental and numerical study on the near wake of a Darrieus VAWT under turbulent flows 332
Comparative seismic assessment of masonry towers through nonlinear analysis: The RiSEM experience. 324
On the seismic risk of medieval Italian masonry towers 324
Seismic Risk Assessment of Historic Masonry Towers: Comparison of Four Case Studies 322
Innovative configurations for long-span suspension bridges 317
Bayesian model updating of historic masonry towers through dynamic experimental data 315
Vortex-shedding mechanism for the BARC rectangular section in smooth and turbulent flow 307
Wind tunnel modelling of porous elements 305
Modelling the interaction of VIV and galloping for rectangular cylinders 304
Il problema della combinazione quasi-statica dei carichi da vento: un approccio basato sulle copule 303
Rischio sismico di edifici a Torre in muratura. Un caso studio a San Gimignano 300
Effects of mass unbalance and high levels of external damping on the post-critical flutter of a flat plate 292
A proposal of classification for machine-learning vibration-based damage identification methods 291
A Bayesian model updating framework for robust seismic fragility analysis of non-isolated historic masonry towers 286
GROUND BASED 3D MODELLING (PHOTOGRAMMETRY AND TLS) - SURVEY, DOCUMENTATION AND STRUCTURAL ASSESSMENT OF XX CENTURY CULTURAL HERITAGE IN INDIA – A CASE STUDY OF THE MASONRY VAULTS IN DEHRADUN 284
L’uso dei TLD nella mitigazione della risposta indotta dal vento su edifici alti: un caso studio 281
Frequency vs time domain identification of heritage structures 281
Strengthening of masonry using metal reinforcement: A parametric numerical investigation 280
Wind tunnel experiments on fluttering flat plates for parametric investigation of energy harvesting capability 276
Simulation of non-Gaussian wind pressures on a 3D bluff body and estimation of design loads 274
VIV-galloping instability of a rectangular cylinder in turbulent flow 272
Analisi push-over di una parete snella in muratura: modellazioni a confronto 272
Wind tunnel tests on elongated rectangular plates under flutter motion: limit-cycle oscillations and preliminary energy harvesting considerations 270
A critical database for the Strouhal number of bridge decks 270
Epistemic Uncertainties in Structural Modeling: A Blind Benchmark for Seismic Assessment of Slender Masonry Towers 268
Advanced procedure for documenting and assessment of Cultural Heritage: from Laser Scanning to Finite Element 268
Basilica della Madonna dell’Umiltà. Il segreto della Cupola. 267
A risk-analysis procedure for urban trees subjected to wind- and rainstorms 266
Demolition-and-Reconstruction or Renovation? Towards a Protocol for the Assessment of the Residual Life of Existing RC Buildings 264
The copula as an instrument to evaluate the quasi-static combination of wind loads 262
The Dome of Santa Maria del Fiore in Florence: Historical, geotechnical and structural studies for its conservation. 262
Interference of vortex-induced vibration and galloping: experiments and mathematical modelling 260
From TLS data to FE model: a workflow for studying the dynamic behavior of the Pulpit by Giovanni Pisano in Pistoia (Italy) 257
Future emerging technologies in the wind power sector: A European perspective 256
Performance of wind exposed structures: results of the PERBACCO project 254
Proposta di impalcati innovativi per ponti sospesi di grande luce 254
Interference of vortex-induced vibration and transverse galloping for a rectangular cylinder 250
Una nuova formulazione semi-empirica per la stima della prima frequenza naturale di torri storiche in muratura 249
Destabilizing damping effect on flat-plate vibrations due to flow-induced flutter 243
The long way from Teddington (1963) to Cambridge (2013) through 50 years of bridge aerodynamics 241
TOPOGRAPHIC AND PHOTOGRAMMETRIC STUDIES OF THE BEARING STRUCTURES OF THE CAPPELLA DEI PRINCIPI OF FLORENCE 239
Aeroelastic stability of two long-span arch structures: A collaborative experience in two wind tunnel facilities 237
Wind tunnel tests on the post-critical response of classical-flutter-based generators 236
Some advances in the study of classical-flutter-based generators 231
A numerical study on seismic risk assessment of historic masonry towers: a case study in San Gimignano 231
The effect of angle of attack on flow-induced vibration of low-side-ratio rectangular cylinders 228
Una nuova definizione normativa del carico aerodinamico e del limite di stabilità al flutter per gli impalcati da ponte 227
A simplified approach to bridge deck flutter 225
Analisi ed interpretazione del dissesto statico di palazzo Bourbon-Del Monte a Piancastagnaio. 219
An integrated Terrestrial Laser Scanner (TLS), Deviation Analysis (DA) and Finite Element (FE) approach for health assessment of historical structures. A minaret case study 217
VIV mechanisms of a non-streamlined bridge deck equipped with traffic barriers 214
Some advances on the aerodynamics of a system composed by a rectangular bluff body with a screen at a relatively small distance 211
Aerodynamic uncertainty propagation in bridge flutter analysis 209
Analisi del meccanismo del flutter per impalcati da ponte: sensibilità rispetto ai parametri dinamici della struttura 209
Confronto tra modellazioni numeriche non lineari della risposta sismica di torri in muratura 208
Interferometric radar vs. accelerometer for dynamic monitoring of large structures: an experimental comparison 203
Modellazione numerica ed analisi strutturale del Battistero di San Giovanni a Firenze 201
Semiempirical Formulations for Estimating the Main Frequency of Slender Masonry Towers 201
Dynamics of cable under wind action: Wind tunnel experimental analysis 201
LONG-TERM MONITORING OF A MASONRY TOWER WITH WIRELESS ACCELEROMETERS 200
Detection of vertical bending and torsional movements of a bridge using a coherent radar 200
Optimizing height and porosity of roadway wind barriers for viaducts and bridges 199
Optimisation of the acquisition points in wind tunnel pressure measurement 198
Flutter mechanism for rectangular prisms in smooth and turbulent flow 197
Numerical Insight on the Dynamic Identification of a Reinforced Concrete Bell Tower 195
Experimental study on the flutter-induced motion of two-degree-of-freedom plates 195
Numerical insights on the seismic risk of confined masonry towers 194
Tests on influence of aging time on punching shear strength of HPFRC circular slabs 193
Effect of turbulence on the performance of VAWTs: An experimental study in two different wind tunnels 192
Interference of vortex-induced vibration and galloping: Experiments and modeling for a rectangular cylinder 192
Traffic-induced vibrations on a simple frame: Influence of external action coherence on structural response 191
Modelling corrosion effects in Reinforced Concrete structural members through equivalent damage parameters 189
On the role played by the openings on the first frequency of historic masonry towers 189
Wind tunnel test on the galloping instability of a bridge deck with open cross section 188
Parametric dynamic interaction assessment between bells and supporting slender masonry tower 186
The effects of free-stream turbulence and angle of attack on the aerodynamics of a cylinder with rectangular 5:1 cross section 185
ARCHITECTURE AND MODELLING WORKING METHODS USABLE IN RESEARCH FOR A PROPER COMPREHENSION OF HISTORICAL ARCHITECTURE. NATURAL VENTILATION SYSTEMS IN PITTI PALACE 184
Unsteady galloping of a bridge deck with open cross section: Wind tunnel tests and mathematical modeling 184
Transdisciplinary Conservation of Sant’Andrea Pulpit in Pistoia (Italy): The Structural Perspective 183
Rapid tests for the detection of chlorides in RC structures: State-of-the- art and first experimental findings / Test rapidi per l’individuazione dei cloruri nelle strutture in C.A.: stato dell’arte e primi risultati sperimentali 183
Palazzo Bourbon-Del Monte a Piancastagnaio: analisi strutturali e piano di monitoraggio. 183
Van der Pol-type equation for modeling vortex-induced oscillations of bridge decks 183
Il nuovo Stadio delle Alpi di Torino: determinazione sperimentale (in galleria del vento) delle pressioni dinamiche di progetto sulla copertura e del comfort degli spettatori 183
A quantitative framework for multi-risk analysis of wind and rain on trees 182
Free-stream turbulence effects on a square cylinder with a forebody screen at a small distance 182
Wind tunnel modeling for the vortex-induced vibrations of a yawed bridge tower 181
Probabilistic seismic-damage of masonry towers 181
VIV–galloping instability of rectangular cylinders: Review and new experiments 181
A Bayesian FE-model updating of slender masonry structures for robust seismic assessment 181
Measurements and improved model of vortex-induced vibration for an elongated rectangular cylinder 180
Experimental Characterization of VAWT Airfoils Under Turbulent Flows 180
Totale 24.884
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Categoria #
all - tutte 157.521
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 157.521
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20222.245 0 275 160 46 66 93 80 139 79 116 509 682
2022/20235.774 628 867 230 470 459 1.027 805 286 528 98 205 171
2023/20242.358 160 254 400 194 167 237 136 333 84 145 120 128
2024/202516.091 591 1.635 980 2.148 5.089 2.523 201 919 759 321 430 495
2025/202618.776 1.451 2.322 1.461 1.724 1.916 785 2.074 1.036 1.497 1.184 820 2.506
2026/20271.466 911 555 0 0 0 0 0 0 0 0 0 0
Totale 60.291