VINCENZI, Loris
 Distribuzione geografica
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Continente #
NA - Nord America 8.184
AS - Asia 4.689
EU - Europa 4.534
SA - Sud America 888
Continente sconosciuto - Info sul continente non disponibili 122
AF - Africa 99
OC - Oceania 15
Totale 18.531
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Nazione #
US - Stati Uniti d'America 8.000
IT - Italia 2.058
SG - Singapore 1.425
CN - Cina 1.214
GB - Regno Unito 974
BR - Brasile 664
VN - Vietnam 607
HK - Hong Kong 533
FR - Francia 231
SE - Svezia 220
DE - Germania 219
KR - Corea 188
UA - Ucraina 178
BD - Bangladesh 170
RU - Federazione Russa 167
TR - Turchia 137
FI - Finlandia 115
CA - Canada 88
AR - Argentina 80
IN - India 80
NL - Olanda 77
BG - Bulgaria 68
ID - Indonesia 63
MX - Messico 51
EC - Ecuador 39
JP - Giappone 37
BE - Belgio 33
IQ - Iraq 33
CO - Colombia 32
PL - Polonia 28
ZA - Sudafrica 28
VE - Venezuela 26
PK - Pakistan 22
ES - Italia 20
PT - Portogallo 19
AE - Emirati Arabi Uniti 18
IE - Irlanda 17
AT - Austria 16
UZ - Uzbekistan 15
CL - Cile 14
EG - Egitto 14
MY - Malesia 14
JO - Giordania 12
MA - Marocco 12
TW - Taiwan 12
AU - Australia 11
GR - Grecia 11
PE - Perù 11
PH - Filippine 11
RO - Romania 11
SA - Arabia Saudita 11
LT - Lituania 10
PY - Paraguay 10
TN - Tunisia 10
CZ - Repubblica Ceca 9
IR - Iran 9
SI - Slovenia 9
UY - Uruguay 9
DO - Repubblica Dominicana 8
BH - Bahrain 7
DZ - Algeria 7
JM - Giamaica 7
NG - Nigeria 7
TH - Thailandia 7
AZ - Azerbaigian 6
CH - Svizzera 6
CR - Costa Rica 6
NO - Norvegia 6
OM - Oman 6
PS - Palestinian Territory 6
AL - Albania 5
ET - Etiopia 5
HU - Ungheria 5
KZ - Kazakistan 5
LB - Libano 5
NI - Nicaragua 5
NP - Nepal 5
SY - Repubblica araba siriana 5
BY - Bielorussia 4
GT - Guatemala 4
QA - Qatar 4
SK - Slovacchia (Repubblica Slovacca) 4
TT - Trinidad e Tobago 4
BO - Bolivia 3
CG - Congo 3
HN - Honduras 3
KG - Kirghizistan 3
LV - Lettonia 3
MM - Myanmar 3
BB - Barbados 2
CW - ???statistics.table.value.countryCode.CW??? 2
EU - Europa 2
IL - Israele 2
IS - Islanda 2
KE - Kenya 2
KH - Cambogia 2
KW - Kuwait 2
LK - Sri Lanka 2
MD - Moldavia 2
MK - Macedonia 2
Totale 18.379
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Città #
Santa Clara 1.024
Ashburn 839
Singapore 798
Southend 670
Fairfield 595
Hong Kong 516
Hefei 428
Chandler 420
Woodbridge 412
Houston 351
Jacksonville 338
San Jose 326
Dearborn 273
Seattle 241
Wilmington 223
Council Bluffs 222
Ho Chi Minh City 214
Ann Arbor 206
London 190
Nyköping 186
Cambridge 185
Beijing 184
Modena 179
Seoul 171
Milan 136
Bologna 134
Hanoi 124
Los Angeles 119
Rome 107
New York 102
The Dalles 102
Chicago 79
Princeton 72
Lauterbourg 67
Sofia 64
Eugene 60
Dallas 58
São Paulo 58
San Diego 56
Buffalo 48
Helsinki 46
Orem 45
Izmir 43
Redwood City 42
Naples 40
Moscow 38
Turin 38
Columbus 37
Jakarta 35
Shanghai 34
Da Nang 32
Reggio Emilia 31
Salt Lake City 29
Tokyo 27
Bremen 26
Guangzhou 24
Florence 23
Haiphong 22
Parma 22
Rio de Janeiro 22
Falls Church 21
Kent 21
Palermo 20
Bari 19
Chennai 19
Formigine 19
Brussels 18
Frankfurt am Main 18
Istanbul 18
Lappeenranta 18
Amsterdam 17
Ottawa 17
Toronto 17
Brooklyn 16
Curitiba 16
Monza 16
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
Atlanta 13
Belo Horizonte 13
Biên Hòa 13
Brescia 13
Nanjing 13
Nuremberg 13
Perugia 13
Phoenix 13
Quito 13
Manchester 12
Mexico City 12
Totale 11.849
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Nome #
Ottimizzazione multi-obiettivo di modelli a elementi finiti: criteri per la scelta della soluzione ottimale 502
Damage and collapses in industrial precast buildings after the 2012 Emilia earthquake 364
Dynamic Assessment of Masonry Towers Based on Terrestrial Radar Interferometer and Accelerometers 361
Damages and collapses in industrial precast buildings after the Emilia earthquake 359
Ambient vibration-based finite element model updating of an earthquake-damaged masonry tower 357
Monitoraggio di strutture storiche mediante interferometria radar terrestre 357
A surrogate-assisted evolutionary algorithm for dynamic structural identification 356
Dynamic monitoring and evaluation of bell ringing effects for the structural assessment of a masonry bell tower 324
Influence of model errors in optimal sensor placement 318
A spectral load model for pedestrian excitation including vertical human-structure interaction 312
AR+ noise versus AR and ARMA models in SHM-oriented identification 299
Dynamic analyses of a curved cable-stayed footbridge under human induced vibrations: numerical models and experimental tests 298
Human-structure interaction effects on the maximum dynamic response based on an equivalent spectral model for pedestrian-induced loading 291
Human-induced vibrations of a curved cable-stayed footbridge 289
Dynamic behaviour of the San Felice sul Panaro Fortress: Experimental tests and model updating 283
Coupling Response Surface and Differential Evolution for Parameter Identification Problems 282
Identificazione dinamica di una passerella pedonale strallata mediante algoritmi nel dominio delle frequenze 278
Comparison between Coupled Local Minimizers method and Differential Evolution algorithm in dynamic damage detection problems 273
Dynamic identification of an ancient masonry bell tower using a MEMS-based acquisition system 273
Identification of the Manhattan bridge dynamic properties for fatigue assessment 272
A proper infill sampling strategy for improving the speed performance of a Surrogate-Assisted Evolutionary Algorithm 271
Multi-sensor and Multi-frequency Data Fusion for Structural Health Monitoring 265
Dynamic monitoring of the Pasternak footbridge using MEMS-based sensing system 265
Structural health monitoring of a historical masonry bell tower using operational modal analysis 263
A new denoising procedure based on empirical mode decomposition for SHM purpose 239
Structural monitoring of a tower by means of MEMS–based sensing and enhanced autoregressive models 237
A statistical approach for modeling individual vertical walking forces 232
Identificazione della rigidezza dei tamponamenti in strutture intelaiate mediante analisi inversa 229
A multi-objective optimization approach for FE model updating based on a selection criterion of the preferred Pareto-optimal solution 227
Vehicle-bridge interactive analyses on the Lagoscuro viaduct. 224
Inverse analysis for the calibration of FRP - Concrete interface law 224
A second-order cost function approximation in differential evolution algorithm for structural identification 223
Inverse analysis for calibration of FRP-Concrete interface law 220
Differential evolution algorithm in dynamic structural identification 218
Experimental modal analysis and fatigue assessment on the Lagoscuro viaduct. 218
Differential Evolution Algorithm for Dynamic Structural Identification 213
Identificazione dei parametri modali autoregressivi di un modello ARMA Vettoriale attraverso algoritmi evolutivi 210
Miglioramento sismico mediante sistemi dissipativi: il caso studio della scuola di Bisignano 209
Contribution of anthropogenic consolidation processes to subsidence phenomena from multi-temporal DInSAR: a GIS-based approach 206
Calibration of a mode II FRP-Concrete interface law by inverse analysis 200
Bayesian and deterministic surrogate-assisted approaches for model updating of historical masonry towers 199
Identificazione dinamica di una struttura di acciaio mediante vibrodina 199
The effect of local vibrations on fatigue in old steel riveted bridges. A case study: the Manhattan Bridge 199
The role of environmental effects in the structural health monitoring: the case study of the Ficarolo Tower in Rovigo, Italy 197
Utilizzo di MEMS per il monitoraggio strutturale 195
Influence of measurement and model errors in optimal sensor placement for SHM purposes 192
Terremoto dell’Emilia - danni ad edifici produttivi a struttura prefabbricata ((Emilia earthquake - damage to buildings in manufacturing prefabricated structure)) 192
Il ruolo delle tamponature nel comportamento dinamico e sismico delle strutture intelaiate in c.a. 191
Identificazione di una struttura da ponte acciaio-calcestruzzo mediante prove di vibrazione forzata 189
Modal identification of a TAV viaduct using subspace models 187
Evaluation of a MEMS--based sensing unit for structural health monitoring: results on a medieval tower 184
Bayesian Model Updating and Parameter Uncertainty Analysis of a Damaged Fortress Through Dynamic Experimental Data 182
Comparison between coupled local minimizers method and differential evolution algorithm in dynamic damage detections 181
Dynamic Identification and Model Updating of a Masonry Chimney 179
Comportamento di nodi trave-colonna di strutture parzialmente prefabbricate 176
Experimental analysis and fatigue assessment on a railway steel viaduct 176
Coupling of differential evolution algorithm and quadratic approximation for dynamic identification 174
Experimental Investigation on a Beam-Column Node of a Multi-Story Precast RC System 169
Structural monitoring of the Tower of the Faculty of Engineering in Bologna using MEMS-based sensing 169
A computationally efficient procedure for calibrating model parameters of multiple specimens 166
Structural identification of a steel structure by forced vibrations 164
Stabilità di tralicci PREM in prima fase 164
A multi-temporal DInSAR-based method for the assessment of the 3D rigid motion of buildings and corresponding uncertainties 163
Mems-based sensing for health monitoring of buildings 163
Investigation of ultimate capacity of beam-column joints of precast system 159
A simplified procedure to assess uncertainties in the estimation of the rigid motion of isolated buildings based on InSAR monitoring 158
Identificazione dinamica di un viadotto della autostrada Salerno-Reggio Calabria mediante vibrazioni indotte dal traffico veicolare 158
Identificazione dinamica attraverso algoritmi di ottimizzazione evolutiva 157
Novel Movement-Based Methods for the Calibration of Colocated Multiple-Input Multiple-Output Radars 151
Vision-based dynamic monitoring of a steel footbridge 150
A simplified method based on improved multiplication factors to assess crowd-induced vertical vibrations of footbridges 150
Stabilità in fase I del traliccio metallico delle travi reticolati miste 149
Improving the speed performance of an Evolutionary Algorithm by a second-order cost function approximation 148
Surrogate-based bayesian model updating of a historical masonry tower 147
Parameter Calibration of a Social Force Model for the Crowd-Induced Vibrations of Footbridges 147
Parameter estimation and uncertainty quantification of a fiber-reinforced concrete model by means of a multi-level Bayesian approach 139
Temperature effect on the modal frequencies of a steel railway bridge 134
Mitigation of model error effects in neural network-based structural damage detection 129
Dynamic Monitoring of a Steel Footbridge Based on Computer Vision Techniques 124
Vision-based approach for the static and dynamic monitoring of bridges 118
Ensembling satellite monitoring and numerical cartography towards the safety assessment of infrastructures 106
Impact of the model error on the neural network-based damage detection 99
Efficient two-step procedure for parameter identification and uncertainty assessment in model updating problems 97
A novel Doppler-based phase unwrapping algorithm for mmWave MIMO radars and its application to displacement estimation in structural health monitoring 79
Development of a hybrid regression model for predicting the mechanical behavior of macrosynthetic fiber reinforce concrete 70
Crowd-Induced Vibrations in a Timber Arch Bridge 61
A novel framework for assessing the serviceability of footbridges under human-induced bending and torsional vibrations: from detailed formulation to simplified design method 47
COMBINING DISPLACEMENT AND ACCELERATION DATA FOR STRUCTURAL HEALTH ASSESSMENT 33
Temperature effect on the tensile constitutive parameters of fiber reinforced concrete 33
An automated vision-based approach for structural dynamic identification 30
Experimental Study of Bending and Torsional Effects in Walking-Induced Infrastructure Vibrations: The Pasternak Footbridge 27
Vision-based dynamic monitoring of a steel footbridge adopting artificial targets of different geometries 26
Structural displacement estimation through data fusion of GNSS and acceleration data 26
Experimental tests on post-tensioned rocking concrete walls with end columns and steel dissipative devices 25
Modal testing of a reinforced concrete Gerber-type bridge 25
Design and experimental testing of a concrete rocking wall structural system 23
IMPROVED MULTIPLICATION FACTORS FOR SIMPLIFIED ANALYSIS OF VERTICAL VIBRATIONS IN FOOTBRIDGES UNDER CROWD LOADS 15
Totale 18.531
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Categoria #
all - tutte 66.147
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 66.147
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.060 0 114 92 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
2026/2027513 249 264 0 0 0 0 0 0 0 0 0 0
Totale 18.531