BARTOLI, GIANNI
 Distribuzione geografica
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Continente #
NA - Nord America 15.416
EU - Europa 14.780
AS - Asia 2.579
AF - Africa 84
SA - Sud America 33
OC - Oceania 13
Continente sconosciuto - Info sul continente non disponibili 9
Totale 32.914
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Nazione #
US - Stati Uniti d'America 15.345
PL - Polonia 4.586
RU - Federazione Russa 3.723
IT - Italia 2.621
IE - Irlanda 1.302
SE - Svezia 965
SG - Singapore 857
CN - Cina 555
HK - Hong Kong 513
DE - Germania 326
FI - Finlandia 278
UA - Ucraina 273
IN - India 226
GB - Regno Unito 205
VN - Vietnam 116
ES - Italia 108
FR - Francia 104
TR - Turchia 100
CH - Svizzera 88
JO - Giordania 87
CA - Canada 65
CI - Costa d'Avorio 59
NL - Olanda 46
BE - Belgio 44
IR - Iran 31
BR - Brasile 24
KR - Corea 24
RO - Romania 22
NO - Norvegia 20
TW - Taiwan 18
GR - Grecia 15
AT - Austria 14
JP - Giappone 13
AU - Australia 12
PT - Portogallo 11
EU - Europa 9
MY - Malesia 9
SC - Seychelles 9
AE - Emirati Arabi Uniti 5
CL - Cile 5
CZ - Repubblica Ceca 5
EG - Egitto 5
NG - Nigeria 5
SI - Slovenia 5
HU - Ungheria 4
MX - Messico 4
DK - Danimarca 3
HR - Croazia 3
LK - Sri Lanka 3
MU - Mauritius 3
PH - Filippine 3
PK - Pakistan 3
YE - Yemen 3
BD - Bangladesh 2
CM - Camerun 2
DO - Repubblica Dominicana 2
EC - Ecuador 2
EE - Estonia 2
IL - Israele 2
IS - Islanda 2
PE - Perù 2
SA - Arabia Saudita 2
AL - Albania 1
BG - Bulgaria 1
IQ - Iraq 1
KZ - Kazakistan 1
MA - Marocco 1
MD - Moldavia 1
MK - Macedonia 1
MO - Macao, regione amministrativa speciale della Cina 1
NP - Nepal 1
NZ - Nuova Zelanda 1
PS - Palestinian Territory 1
RS - Serbia 1
TH - Thailandia 1
UZ - Uzbekistan 1
Totale 32.914
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Città #
Warsaw 4.583
Santa Clara 3.300
Fairfield 1.373
Chandler 1.335
Dublin 1.297
Ashburn 761
Singapore 692
Cambridge 644
Woodbridge 640
Seattle 600
Houston 543
Wilmington 506
Florence 472
Princeton 397
Jacksonville 393
Ann Arbor 351
Altamura 290
Lawrence 265
Boardman 223
Hong Kong 213
Buffalo 201
Medford 193
Boston 188
Beijing 180
Mumbai 179
Milan 124
Moscow 118
Shanghai 104
Falls Church 95
Dong Ket 91
Rome 86
San Diego 82
Bern 75
Izmir 66
New York 60
Abidjan 59
Norwalk 59
Como 58
Barcelona 53
Kent 46
Andover 43
Brussels 43
Toronto 43
Hillsboro 41
Redwood City 39
Los Angeles 36
Dearborn 34
San Mateo 33
Pisa 32
Yubileyny 32
Prato 31
Bologna 29
Naples 25
Guangzhou 22
West Jordan 22
Lappeenranta 20
London 20
Palermo 19
Bremen 18
Düsseldorf 18
Rimini 18
Helsinki 17
Perugia 17
Phoenix 17
Redmond 17
Nanjing 16
Laurel 15
Padova 15
Hangzhou 14
Siena 14
Tappahannock 14
Trondheim 14
Turin 14
Brescia 13
Frankfurt Am Main 13
Munich 13
Seoul 13
Bari 12
Delft 12
Hanoi 12
Parma 12
Scandicci 12
Madrid 11
Pistoia 11
Vienna 11
Bergamo 10
Chongqing 10
Auburn Hills 9
Genoa 9
Londa 9
Montecatini Terme 9
Ottawa 9
Serra 9
Taipei 9
Trieste 9
Valencia 9
Verona 9
Arezzo 8
Catania 8
Empoli 8
Totale 22.076
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Nome #
Strumenti Open Source per l’ingegneria strutturale. Modellazione meccanica non lineare di edifici in muratura. 344
Analisi del rischio sismico del Campanile della Collegiata di Santa Maria Assunta a San Gimignano (Siena) 330
Vulnerabilità sismica del patrimonio monumentale della Toscana. Il caso della Torre Grossa di San Gimignano 298
Numerical Modeling of the Structural Behavior of Brunelleschi’s Dome of Santa Maria del Fiore 294
Seismic Risk Assessment of Historic Masonry Towers: Comparison of Four Case Studies 262
Radar detection of pedestrian-induced vibrations on Michelangelo’s David 255
On the seismic risk of medieval Italian masonry towers 255
Leonardo, the wind and the flying sphere 249
Analisi del rischio sismico di una torre medioevale in muratura 249
Bayesian model updating of historic masonry towers through dynamic experimental data 238
Comparative seismic assessment of masonry towers through nonlinear analysis: The RiSEM experience. 236
Combined experimental and numerical study on the near wake of a Darrieus VAWT under turbulent flows 236
Simulation of non-Gaussian wind pressures on a 3D bluff body and estimation of design loads 234
Innovative configurations for long-span suspension bridges 227
Vortex-shedding mechanism for the BARC rectangular section in smooth and turbulent flow 209
Advanced procedure for documenting and assessment of Cultural Heritage: from Laser Scanning to Finite Element 209
Strengthening of masonry using metal reinforcement: A parametric numerical investigation 206
L’uso dei TLD nella mitigazione della risposta indotta dal vento su edifici alti: un caso studio 203
Il problema della combinazione quasi-statica dei carichi da vento: un approccio basato sulle copule 202
Low-speed galloping for rectangular cylinders with side ratios larger than unity 202
Performance of wind exposed structures: results of the PERBACCO project 201
Rischio sismico di edifici a Torre in muratura. Un caso studio a San Gimignano 200
The copula as an instrument to evaluate the quasi-static combination of wind loads 199
A Bayesian model updating framework for robust seismic fragility analysis of non-isolated historic masonry towers 199
Effects of mass unbalance and high levels of external damping on the post-critical flutter of a flat plate 199
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 198
Interference of vortex-induced vibration and galloping: experiments and mathematical modelling 197
Modelling the interaction of VIV and galloping for rectangular cylinders 190
Destabilizing damping effect on flat-plate vibrations due to flow-induced flutter 188
Wind tunnel modelling of porous elements 186
From TLS data to FE model: a workflow for studying the dynamic behavior of the Pulpit by Giovanni Pisano in Pistoia (Italy) 184
Frequency vs time domain identification of heritage structures 182
VIV-galloping instability of a rectangular cylinder in turbulent flow 180
Wind tunnel experiments on fluttering flat plates for parametric investigation of energy harvesting capability 177
Wind tunnel tests on elongated rectangular plates under flutter motion: limit-cycle oscillations and preliminary energy harvesting considerations 175
Proposta di impalcati innovativi per ponti sospesi di grande luce 170
The effect of angle of attack on flow-induced vibration of low-side-ratio rectangular cylinders 165
Wind tunnel tests on the post-critical response of classical-flutter-based generators 164
Future emerging technologies in the wind power sector: A European perspective 163
Epistemic Uncertainties in Structural Modeling: A Blind Benchmark for Seismic Assessment of Slender Masonry Towers 161
The long way from Teddington (1963) to Cambridge (2013) through 50 years of bridge aerodynamics 157
Interference of vortex-induced vibration and transverse galloping for a rectangular cylinder 157
A proposal of classification for machine-learning vibration-based damage identification methods 155
Demolition-and-Reconstruction or Renovation? Towards a Protocol for the Assessment of the Residual Life of Existing RC Buildings 155
Una nuova formulazione semi-empirica per la stima della prima frequenza naturale di torri storiche in muratura 153
A risk-analysis procedure for urban trees subjected to wind- and rainstorms 152
Semiempirical Formulations for Estimating the Main Frequency of Slender Masonry Towers 149
Analisi push-over di una parete snella in muratura: modellazioni a confronto 149
Aeroelastic stability of two long-span arch structures: A collaborative experience in two wind tunnel facilities 149
Una nuova definizione normativa del carico aerodinamico e del limite di stabilità al flutter per gli impalcati da ponte 146
A critical database for the Strouhal number of bridge decks 146
A numerical study on seismic risk assessment of historic masonry towers: a case study in San Gimignano 142
Analisi del meccanismo del flutter per impalcati da ponte: sensibilità rispetto ai parametri dinamici della struttura 135
Palazzo Bourbon-Del Monte a Piancastagnaio: analisi strutturali e piano di monitoraggio. 134
Traffic-induced vibrations on a simple frame: Influence of external action coherence on structural response 131
Interferometric radar vs. accelerometer for dynamic monitoring of large structures: an experimental comparison 129
A simplified approach to bridge deck flutter 128
An integrated Terrestrial Laser Scanner (TLS), Deviation Analysis (DA) and Finite Element (FE) approach for health assessment of historical structures. A minaret case study 128
Optimisation of the acquisition points in wind tunnel pressure measurement 127
Wind effects on a tall building with permeable envelopes 127
Probabilistic seismic-damage of masonry towers 126
Optimizing height and porosity of roadway wind barriers for viaducts and bridges 124
Fluid flow through macro-porous materials: friction coefficient and wind tunnel similitude criteria 123
Analisi ed interpretazione del dissesto statico di palazzo Bourbon-Del Monte a Piancastagnaio. 123
Critical and post-critical behaviour of two-degree-of-freedom flutter-based generators 123
Dynamics of cable under wind action: Wind tunnel experimental analysis 123
The effects of free-stream turbulence and angle of attack on the aerodynamics of a cylinder with rectangular 5:1 cross section 123
Experimental study on the flutter-induced motion of two-degree-of-freedom plates 121
VIV–galloping instability of rectangular cylinders: Review and new experiments 121
Assessment of vibration reduction on the Baptistery of San Giovanni in Florence (Italy) after vehicular traffic block 121
Incremental dynamic and nonlinear static analyses for seismic assessment of medieval masonry towers 121
Analytical and numerical seismic assessment of heritage masonry towers 120
Van der Pol-type equation for modeling vortex-induced oscillations of bridge decks 120
Monitoring systems on historic buildings: the Brunelleschi Dome 119
Wind characteristics in wind farms situated on a hilly terrain 119
Aerodynamic uncertainty propagation in bridge flutter analysis 119
Modellazione numerica ed analisi strutturale del Battistero di San Giovanni a Firenze 116
An aeolian geographical informative system for civil engineering 115
Wind tunnel modeling for the vortex-induced vibrations of a yawed bridge tower 115
Some advances on the aerodynamics of a system composed by a rectangular bluff body with a screen at a relatively small distance 115
The effectiveness of ancient “hidden” tie rods in masonry dome preservation: San Giovanni in Florence 115
ARCHITECTURE AND MODELLING WORKING METHODS USABLE IN RESEARCH FOR A PROPER COMPREHENSION OF HISTORICAL ARCHITECTURE. NATURAL VENTILATION SYSTEMS IN PITTI PALACE 114
Numerical insights on the seismic risk of confined masonry towers 114
TOPOGRAPHIC AND PHOTOGRAMMETRIC STUDIES OF THE BEARING STRUCTURES OF THE CAPPELLA DEI PRINCIPI OF FLORENCE 113
Detection of vertical bending and torsional movements of a bridge using a coherent radar 113
Measurements and improved model of vortex-induced vibration for an elongated rectangular cylinder 112
Some advances in the study of classical-flutter-based generators 112
XIV INTERNATIONAL CONFERENCE ON BUILDING PATHOLOGY AND CONSTRUCTIONS REPAIR, FLORENCE, ITALY, JUNE 20-22, 2018 111
BRANCUSI ENDLESS COLUMN, ROMANIA: DYNAMIC RESPONSE AND RELIABILITY UNDER WIND LOADING 111
Wind tunnel tests of macro-porous structural elements: A scaling procedure 111
Flutter mechanism for rectangular prisms in smooth and turbulent flow 108
Cappella dei Principi in Firenze, Italy: Experimental Analyses and Numerical Modeling for the Investigation of a Local Failure 108
An experimental comparison of interferometric radar vs. accelerometers for monitoring of large structures 108
Sheltering efficiency of wind barriers on bridges 108
Wind tunnel scale model testing of suspended cables and numerical comparison 107
Assessment of vibration reduction on the Baptistery of San Giovanni in Florence (Italy) after vehicular traffic block 107
Effect of turbulence on the performance of VAWTs: An experimental study in two different wind tunnels 107
Wireless Sensor Networks for Continuous Structural Health Monitoring of Historic Masonry Towers 107
Recent researches in Wind Engineering at CRIACIV, Inter-University Research Center on Building Aerodynamics and Wind Engineering 107
Parametric dynamic interaction assessment between bells and supporting slender masonry tower 107
Totale 16.072
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Categoria #
all - tutte 87.868
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 87.868
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20203.175 0 0 0 0 496 445 452 553 419 274 434 102
2020/20213.477 285 307 168 354 156 390 296 282 299 475 183 282
2021/20222.325 80 275 160 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
2024/20259.466 591 1.635 980 2.148 4.112 0 0 0 0 0 0 0
Totale 33.424