VINCENZI, Loris
 Distribuzione geografica
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Continente #
NA - Nord America 9.099
AS - Asia 4.705
EU - Europa 4.605
SA - Sud America 899
Continente sconosciuto - Info sul continente non disponibili 122
AF - Africa 100
OC - Oceania 15
Totale 19.545
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Nazione #
US - Stati Uniti d'America 8.878
IT - Italia 2.112
SG - Singapore 1.428
CN - Cina 1.215
GB - Regno Unito 985
BR - Brasile 670
VN - Vietnam 607
HK - Hong Kong 535
FR - Francia 231
DE - Germania 220
SE - Svezia 220
KR - Corea 188
UA - Ucraina 178
BD - Bangladesh 170
RU - Federazione Russa 167
TR - Turchia 137
FI - Finlandia 115
CA - Canada 107
IN - India 83
AR - Argentina 81
NL - Olanda 78
BG - Bulgaria 68
ID - Indonesia 63
MX - Messico 53
EC - Ecuador 40
JP - Giappone 40
BE - Belgio 33
CO - Colombia 33
IQ - Iraq 33
PL - Polonia 28
ZA - Sudafrica 28
VE - Venezuela 27
PK - Pakistan 22
ES - Italia 20
IE - Irlanda 19
PT - Portogallo 19
AE - Emirati Arabi Uniti 18
AT - Austria 16
MY - Malesia 15
UZ - Uzbekistan 15
CL - Cile 14
EG - Egitto 14
JM - Giamaica 12
JO - Giordania 12
MA - Marocco 12
PH - Filippine 12
TW - Taiwan 12
AU - Australia 11
GR - Grecia 11
IR - Iran 11
PE - Perù 11
PY - Paraguay 11
RO - Romania 11
SA - Arabia Saudita 11
LT - Lituania 10
TN - Tunisia 10
CZ - Repubblica Ceca 9
SI - Slovenia 9
UY - Uruguay 9
DO - Repubblica Dominicana 8
BH - Bahrain 7
DZ - Algeria 7
NG - Nigeria 7
NI - Nicaragua 7
TH - Thailandia 7
AZ - Azerbaigian 6
CH - Svizzera 6
CR - Costa Rica 6
GT - Guatemala 6
NO - Norvegia 6
OM - Oman 6
PS - Palestinian Territory 6
TT - Trinidad e Tobago 6
AL - Albania 5
ET - Etiopia 5
HU - Ungheria 5
KZ - Kazakistan 5
LB - Libano 5
NP - Nepal 5
SK - Slovacchia (Repubblica Slovacca) 5
SY - Repubblica araba siriana 5
BY - Bielorussia 4
QA - Qatar 4
BB - Barbados 3
BO - Bolivia 3
CG - Congo 3
HN - Honduras 3
KE - Kenya 3
KG - Kirghizistan 3
LV - Lettonia 3
MM - Myanmar 3
CW - ???statistics.table.value.countryCode.CW??? 2
EE - Estonia 2
EU - Europa 2
IL - Israele 2
IS - Islanda 2
KH - Cambogia 2
KW - Kuwait 2
KY - Cayman, isole 2
LK - Sri Lanka 2
Totale 19.388
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Città #
Ashburn 1.120
Santa Clara 1.036
Singapore 799
Southend 670
Fairfield 595
Hong Kong 518
Hefei 428
San Jose 422
Chandler 420
Woodbridge 413
Houston 351
Council Bluffs 344
Jacksonville 340
Dearborn 273
Seattle 244
Wilmington 223
Ho Chi Minh City 214
Ann Arbor 206
London 190
Nyköping 186
Cambridge 185
Beijing 184
Modena 181
Seoul 171
Milan 167
Bologna 137
Los Angeles 132
Hanoi 124
New York 117
Rome 108
The Dalles 102
Chicago 82
Princeton 72
Lauterbourg 67
Dallas 66
Sofia 64
São Paulo 63
Eugene 60
San Diego 58
Buffalo 56
Helsinki 46
Orem 45
Izmir 43
Redwood City 42
Naples 41
Columbus 39
Moscow 38
Turin 38
Jakarta 35
Shanghai 34
Da Nang 32
Reggio Emilia 31
Salt Lake City 29
Tokyo 27
Bremen 26
Guangzhou 24
Florence 23
Parma 23
Haiphong 22
Rio de Janeiro 22
Falls Church 21
Kent 21
Palermo 20
Bari 19
Chennai 19
Formigine 19
Toronto 19
Brussels 18
Frankfurt am Main 18
Istanbul 18
Lappeenranta 18
Phoenix 18
Amsterdam 17
Ottawa 17
Brooklyn 16
Curitiba 16
Monza 16
Newark 16
Atlanta 15
Dublin 15
Napoli 15
Tampa 15
Warsaw 15
Boardman 14
Bomporto 14
Des Moines 14
Montreal 14
Padova 14
Redondo Beach 14
Tashkent 14
Verona 14
Ankara 13
Belo Horizonte 13
Biên Hòa 13
Brescia 13
Mexico City 13
Nanjing 13
Nuremberg 13
Perugia 13
Quito 13
Totale 12.478
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Nome #
Ottimizzazione multi-obiettivo di modelli a elementi finiti: criteri per la scelta della soluzione ottimale 508
Damage and collapses in industrial precast buildings after the 2012 Emilia earthquake 384
Damages and collapses in industrial precast buildings after the Emilia earthquake 373
Monitoraggio di strutture storiche mediante interferometria radar terrestre 373
Ambient vibration-based finite element model updating of an earthquake-damaged masonry tower 370
Dynamic Assessment of Masonry Towers Based on Terrestrial Radar Interferometer and Accelerometers 367
A surrogate-assisted evolutionary algorithm for dynamic structural identification 366
Dynamic monitoring and evaluation of bell ringing effects for the structural assessment of a masonry bell tower 338
Influence of model errors in optimal sensor placement 327
A spectral load model for pedestrian excitation including vertical human-structure interaction 321
AR+ noise versus AR and ARMA models in SHM-oriented identification 310
Dynamic analyses of a curved cable-stayed footbridge under human induced vibrations: numerical models and experimental tests 306
Human-induced vibrations of a curved cable-stayed footbridge 296
Human-structure interaction effects on the maximum dynamic response based on an equivalent spectral model for pedestrian-induced loading 293
Dynamic behaviour of the San Felice sul Panaro Fortress: Experimental tests and model updating 291
Coupling Response Surface and Differential Evolution for Parameter Identification Problems 289
Identificazione dinamica di una passerella pedonale strallata mediante algoritmi nel dominio delle frequenze 282
Identification of the Manhattan bridge dynamic properties for fatigue assessment 282
Comparison between Coupled Local Minimizers method and Differential Evolution algorithm in dynamic damage detection problems 280
Dynamic identification of an ancient masonry bell tower using a MEMS-based acquisition system 280
A proper infill sampling strategy for improving the speed performance of a Surrogate-Assisted Evolutionary Algorithm 279
Multi-sensor and Multi-frequency Data Fusion for Structural Health Monitoring 277
Structural health monitoring of a historical masonry bell tower using operational modal analysis 277
Dynamic monitoring of the Pasternak footbridge using MEMS-based sensing system 275
A new denoising procedure based on empirical mode decomposition for SHM purpose 252
Structural monitoring of a tower by means of MEMS–based sensing and enhanced autoregressive models 249
Identificazione della rigidezza dei tamponamenti in strutture intelaiate mediante analisi inversa 246
A multi-objective optimization approach for FE model updating based on a selection criterion of the preferred Pareto-optimal solution 241
A statistical approach for modeling individual vertical walking forces 241
Inverse analysis for the calibration of FRP - Concrete interface law 237
A second-order cost function approximation in differential evolution algorithm for structural identification 232
Vehicle-bridge interactive analyses on the Lagoscuro viaduct. 232
Inverse analysis for calibration of FRP-Concrete interface law 228
Differential evolution algorithm in dynamic structural identification 227
The effect of local vibrations on fatigue in old steel riveted bridges. A case study: the Manhattan Bridge 227
Differential Evolution Algorithm for Dynamic Structural Identification 226
Experimental modal analysis and fatigue assessment on the Lagoscuro viaduct. 225
The role of environmental effects in the structural health monitoring: the case study of the Ficarolo Tower in Rovigo, Italy 222
Identificazione dinamica di una struttura di acciaio mediante vibrodina 218
Identificazione dei parametri modali autoregressivi di un modello ARMA Vettoriale attraverso algoritmi evolutivi 217
Bayesian and deterministic surrogate-assisted approaches for model updating of historical masonry towers 216
Miglioramento sismico mediante sistemi dissipativi: il caso studio della scuola di Bisignano 215
Calibration of a mode II FRP-Concrete interface law by inverse analysis 213
Terremoto dell’Emilia - danni ad edifici produttivi a struttura prefabbricata ((Emilia earthquake - damage to buildings in manufacturing prefabricated structure)) 213
Contribution of anthropogenic consolidation processes to subsidence phenomena from multi-temporal DInSAR: a GIS-based approach 211
Influence of measurement and model errors in optimal sensor placement for SHM purposes 204
Comportamento di nodi trave-colonna di strutture parzialmente prefabbricate 203
Utilizzo di MEMS per il monitoraggio strutturale 200
Il ruolo delle tamponature nel comportamento dinamico e sismico delle strutture intelaiate in c.a. 199
Identificazione di una struttura da ponte acciaio-calcestruzzo mediante prove di vibrazione forzata 197
Comparison between coupled local minimizers method and differential evolution algorithm in dynamic damage detections 196
Bayesian Model Updating and Parameter Uncertainty Analysis of a Damaged Fortress Through Dynamic Experimental Data 196
Modal identification of a TAV viaduct using subspace models 191
Evaluation of a MEMS--based sensing unit for structural health monitoring: results on a medieval tower 188
Coupling of differential evolution algorithm and quadratic approximation for dynamic identification 187
Dynamic Identification and Model Updating of a Masonry Chimney 186
Experimental analysis and fatigue assessment on a railway steel viaduct 184
Structural monitoring of the Tower of the Faculty of Engineering in Bologna using MEMS-based sensing 181
Mems-based sensing for health monitoring of buildings 180
Structural identification of a steel structure by forced vibrations 177
Experimental Investigation on a Beam-Column Node of a Multi-Story Precast RC System 177
A computationally efficient procedure for calibrating model parameters of multiple specimens 174
Investigation of ultimate capacity of beam-column joints of precast system 174
Improving the speed performance of an Evolutionary Algorithm by a second-order cost function approximation 169
Stabilità di tralicci PREM in prima fase 168
A multi-temporal DInSAR-based method for the assessment of the 3D rigid motion of buildings and corresponding uncertainties 165
Identificazione dinamica di un viadotto della autostrada Salerno-Reggio Calabria mediante vibrazioni indotte dal traffico veicolare 164
Novel Movement-Based Methods for the Calibration of Colocated Multiple-Input Multiple-Output Radars 164
A simplified procedure to assess uncertainties in the estimation of the rigid motion of isolated buildings based on InSAR monitoring 163
Identificazione dinamica attraverso algoritmi di ottimizzazione evolutiva 163
Vision-based dynamic monitoring of a steel footbridge 156
A simplified method based on improved multiplication factors to assess crowd-induced vertical vibrations of footbridges 156
Stabilità in fase I del traliccio metallico delle travi reticolati miste 156
Parameter Calibration of a Social Force Model for the Crowd-Induced Vibrations of Footbridges 155
Surrogate-based bayesian model updating of a historical masonry tower 154
Parameter estimation and uncertainty quantification of a fiber-reinforced concrete model by means of a multi-level Bayesian approach 150
Dynamic Monitoring of a Steel Footbridge Based on Computer Vision Techniques 141
Temperature effect on the modal frequencies of a steel railway bridge 141
Mitigation of model error effects in neural network-based structural damage detection 136
Vision-based approach for the static and dynamic monitoring of bridges 131
Ensembling satellite monitoring and numerical cartography towards the safety assessment of infrastructures 113
Efficient two-step procedure for parameter identification and uncertainty assessment in model updating problems 103
Impact of the model error on the neural network-based damage detection 103
A novel Doppler-based phase unwrapping algorithm for mmWave MIMO radars and its application to displacement estimation in structural health monitoring 98
Development of a hybrid regression model for predicting the mechanical behavior of macrosynthetic fiber reinforce concrete 77
Crowd-Induced Vibrations in a Timber Arch Bridge 68
A novel framework for assessing the serviceability of footbridges under human-induced bending and torsional vibrations: from detailed formulation to simplified design method 58
Temperature effect on the tensile constitutive parameters of fiber reinforced concrete 47
An automated vision-based approach for structural dynamic identification 42
COMBINING DISPLACEMENT AND ACCELERATION DATA FOR STRUCTURAL HEALTH ASSESSMENT 42
Structural displacement estimation through data fusion of GNSS and acceleration data 38
Vision-based dynamic monitoring of a steel footbridge adopting artificial targets of different geometries 37
Experimental tests on post-tensioned rocking concrete walls with end columns and steel dissipative devices 37
Modal testing of a reinforced concrete Gerber-type bridge 35
Design and experimental testing of a concrete rocking wall structural system 34
Experimental Study of Bending and Torsional Effects in Walking-Induced Infrastructure Vibrations: The Pasternak Footbridge 33
IMPROVED MULTIPLICATION FACTORS FOR SIMPLIFIED ANALYSIS OF VERTICAL VIBRATIONS IN FOOTBRIDGES UNDER CROWD LOADS 22
Totale 19.545
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Categoria #
all - tutte 69.993
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 69.993
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022854 0 0 0 51 37 78 47 69 172 97 195 108
2022/20231.388 100 95 108 119 131 248 64 180 194 19 77 53
2023/20241.123 43 76 44 155 174 102 99 177 33 50 44 126
2024/20253.449 131 52 66 215 731 458 239 213 357 188 381 418
2025/20266.038 347 385 553 659 669 369 725 321 565 694 471 280
2026/20271.527 249 453 510 315 0 0 0 0 0 0 0 0
Totale 19.545