VINCENZI, Loris
 Distribuzione geografica
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Continente #
NA - Nord America 7.801
AS - Asia 4.618
EU - Europa 4.479
SA - Sud America 875
AF - Africa 99
OC - Oceania 15
Continente sconosciuto - Info sul continente non disponibili 5
Totale 17.892
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Nazione #
US - Stati Uniti d'America 7.649
IT - Italia 2.021
SG - Singapore 1.415
CN - Cina 1.200
GB - Regno Unito 971
BR - Brasile 662
VN - Vietnam 606
HK - Hong Kong 525
FR - Francia 229
SE - Svezia 220
DE - Germania 217
KR - Corea 188
UA - Ucraina 178
RU - Federazione Russa 167
BD - Bangladesh 141
TR - Turchia 134
FI - Finlandia 115
IN - India 80
AR - Argentina 79
NL - Olanda 75
CA - Canada 71
BG - Bulgaria 68
ID - Indonesia 61
MX - Messico 49
EC - Ecuador 38
JP - Giappone 37
IQ - Iraq 33
BE - Belgio 32
ZA - Sudafrica 28
CO - Colombia 27
PL - Polonia 27
VE - Venezuela 24
PK - Pakistan 22
PT - Portogallo 19
AE - Emirati Arabi Uniti 17
ES - Italia 17
IE - Irlanda 17
AT - Austria 16
UZ - Uzbekistan 15
EG - Egitto 14
MY - Malesia 14
CL - Cile 13
JO - Giordania 12
MA - Marocco 12
TW - Taiwan 12
AU - Australia 11
PE - Perù 11
RO - Romania 11
SA - Arabia Saudita 11
GR - Grecia 10
PH - Filippine 10
PY - Paraguay 10
TN - Tunisia 10
IR - Iran 9
LT - Lituania 9
SI - Slovenia 9
UY - Uruguay 9
CZ - Repubblica Ceca 8
DO - Repubblica Dominicana 8
BH - Bahrain 7
DZ - Algeria 7
NG - Nigeria 7
AZ - Azerbaigian 6
CH - Svizzera 6
NO - Norvegia 6
OM - Oman 6
PS - Palestinian Territory 6
TH - Thailandia 6
ET - Etiopia 5
HU - Ungheria 5
KZ - Kazakistan 5
LB - Libano 5
NP - Nepal 5
SY - Repubblica araba siriana 5
AL - Albania 4
BY - Bielorussia 4
GT - Guatemala 4
JM - Giamaica 4
NI - Nicaragua 4
QA - Qatar 4
SK - Slovacchia (Repubblica Slovacca) 4
CG - Congo 3
CR - Costa Rica 3
KG - Kirghizistan 3
LV - Lettonia 3
MM - Myanmar 3
BB - Barbados 2
BO - Bolivia 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
MO - Macao, regione amministrativa speciale della Cina 2
NZ - Nuova Zelanda 2
Totale 17.861
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Città #
Santa Clara 1.006
Singapore 795
Ashburn 763
Southend 670
Fairfield 595
Hong Kong 511
Hefei 428
Chandler 420
Woodbridge 412
Houston 348
Jacksonville 338
San Jose 320
Dearborn 273
Seattle 240
Wilmington 223
Ho Chi Minh City 214
Ann Arbor 206
London 190
Nyköping 186
Cambridge 185
Beijing 178
Modena 178
Seoul 171
Council Bluffs 167
Bologna 134
Hanoi 123
Milan 123
Los Angeles 107
Rome 106
The Dalles 101
New York 91
Chicago 74
Princeton 70
Lauterbourg 67
Sofia 64
Eugene 60
São Paulo 58
Dallas 56
San Diego 55
Buffalo 46
Helsinki 46
Orem 44
Izmir 43
Redwood City 42
Naples 39
Moscow 38
Turin 38
Jakarta 35
Shanghai 33
Da Nang 32
Reggio Emilia 31
Salt Lake City 29
Tokyo 27
Bremen 26
Guangzhou 24
Florence 22
Haiphong 22
Parma 22
Rio de Janeiro 22
Falls Church 21
Kent 21
Bari 19
Chennai 19
Formigine 19
Brussels 18
Frankfurt am Main 18
Lappeenranta 18
Palermo 18
Amsterdam 17
Ottawa 17
Curitiba 16
Istanbul 16
Monza 16
Dublin 15
Napoli 15
Tampa 15
Warsaw 15
Boardman 14
Bomporto 14
Des Moines 14
Padova 14
Redondo Beach 14
Tashkent 14
Verona 14
Ankara 13
Atlanta 13
Belo Horizonte 13
Biên Hòa 13
Brescia 13
Columbus 13
Nanjing 13
Nuremberg 13
Perugia 13
Quito 13
Toronto 13
Brooklyn 12
Manchester 12
Miano 12
Montreal 12
Munich 12
Totale 11.581
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Nome #
Ottimizzazione multi-obiettivo di modelli a elementi finiti: criteri per la scelta della soluzione ottimale 500
Monitoraggio di strutture storiche mediante interferometria radar terrestre 355
A surrogate-assisted evolutionary algorithm for dynamic structural identification 354
Dynamic Assessment of Masonry Towers Based on Terrestrial Radar Interferometer and Accelerometers 354
Damages and collapses in industrial precast buildings after the Emilia earthquake 351
Ambient vibration-based finite element model updating of an earthquake-damaged masonry tower 347
Damage and collapses in industrial precast buildings after the 2012 Emilia earthquake 336
Dynamic monitoring and evaluation of bell ringing effects for the structural assessment of a masonry bell tower 316
Influence of model errors in optimal sensor placement 312
A spectral load model for pedestrian excitation including vertical human-structure interaction 305
Dynamic analyses of a curved cable-stayed footbridge under human induced vibrations: numerical models and experimental tests 291
AR+ noise versus AR and ARMA models in SHM-oriented identification 291
Human-structure interaction effects on the maximum dynamic response based on an equivalent spectral model for pedestrian-induced loading 285
Coupling Response Surface and Differential Evolution for Parameter Identification Problems 280
Dynamic behaviour of the San Felice sul Panaro Fortress: Experimental tests and model updating 278
Human-induced vibrations of a curved cable-stayed footbridge 278
Identificazione dinamica di una passerella pedonale strallata mediante algoritmi nel dominio delle frequenze 272
Comparison between Coupled Local Minimizers method and Differential Evolution algorithm in dynamic damage detection problems 269
Identification of the Manhattan bridge dynamic properties for fatigue assessment 268
Dynamic identification of an ancient masonry bell tower using a MEMS-based acquisition system 267
A proper infill sampling strategy for improving the speed performance of a Surrogate-Assisted Evolutionary Algorithm 266
Multi-sensor and Multi-frequency Data Fusion for Structural Health Monitoring 263
Structural health monitoring of a historical masonry bell tower using operational modal analysis 261
Dynamic monitoring of the Pasternak footbridge using MEMS-based sensing system 259
A new denoising procedure based on empirical mode decomposition for SHM purpose 235
A statistical approach for modeling individual vertical walking forces 227
Structural monitoring of a tower by means of MEMS–based sensing and enhanced autoregressive models 226
Identificazione della rigidezza dei tamponamenti in strutture intelaiate mediante analisi inversa 226
Vehicle-bridge interactive analyses on the Lagoscuro viaduct. 221
A multi-objective optimization approach for FE model updating based on a selection criterion of the preferred Pareto-optimal solution 221
Inverse analysis for calibration of FRP-Concrete interface law 215
Differential evolution algorithm in dynamic structural identification 214
A second-order cost function approximation in differential evolution algorithm for structural identification 214
Experimental modal analysis and fatigue assessment on the Lagoscuro viaduct. 212
Inverse analysis for the calibration of FRP - Concrete interface law 211
Differential Evolution Algorithm for Dynamic Structural Identification 209
Identificazione dei parametri modali autoregressivi di un modello ARMA Vettoriale attraverso algoritmi evolutivi 207
Miglioramento sismico mediante sistemi dissipativi: il caso studio della scuola di Bisignano 205
Contribution of anthropogenic consolidation processes to subsidence phenomena from multi-temporal DInSAR: a GIS-based approach 204
Bayesian and deterministic surrogate-assisted approaches for model updating of historical masonry towers 198
Identificazione dinamica di una struttura di acciaio mediante vibrodina 197
Calibration of a mode II FRP-Concrete interface law by inverse analysis 197
The role of environmental effects in the structural health monitoring: the case study of the Ficarolo Tower in Rovigo, Italy 195
The effect of local vibrations on fatigue in old steel riveted bridges. A case study: the Manhattan Bridge 191
Identificazione di una struttura da ponte acciaio-calcestruzzo mediante prove di vibrazione forzata 188
Utilizzo di MEMS per il monitoraggio strutturale 188
Il ruolo delle tamponature nel comportamento dinamico e sismico delle strutture intelaiate in c.a. 188
Influence of measurement and model errors in optimal sensor placement for SHM purposes 185
Evaluation of a MEMS--based sensing unit for structural health monitoring: results on a medieval tower 181
Modal identification of a TAV viaduct using subspace models 180
Comparison between coupled local minimizers method and differential evolution algorithm in dynamic damage detections 176
Bayesian Model Updating and Parameter Uncertainty Analysis of a Damaged Fortress Through Dynamic Experimental Data 176
Terremoto dell’Emilia - danni ad edifici produttivi a struttura prefabbricata ((Emilia earthquake - damage to buildings in manufacturing prefabricated structure)) 174
Comportamento di nodi trave-colonna di strutture parzialmente prefabbricate 172
Experimental analysis and fatigue assessment on a railway steel viaduct 172
Coupling of differential evolution algorithm and quadratic approximation for dynamic identification 168
Dynamic Identification and Model Updating of a Masonry Chimney 168
Experimental Investigation on a Beam-Column Node of a Multi-Story Precast RC System 164
Structural monitoring of the Tower of the Faculty of Engineering in Bologna using MEMS-based sensing 163
A computationally efficient procedure for calibrating model parameters of multiple specimens 162
Structural identification of a steel structure by forced vibrations 162
Stabilità di tralicci PREM in prima fase 160
A multi-temporal DInSAR-based method for the assessment of the 3D rigid motion of buildings and corresponding uncertainties 159
Mems-based sensing for health monitoring of buildings 159
Identificazione dinamica attraverso algoritmi di ottimizzazione evolutiva 157
A simplified procedure to assess uncertainties in the estimation of the rigid motion of isolated buildings based on InSAR monitoring 156
Identificazione dinamica di un viadotto della autostrada Salerno-Reggio Calabria mediante vibrazioni indotte dal traffico veicolare 156
Investigation of ultimate capacity of beam-column joints of precast system 154
A simplified method based on improved multiplication factors to assess crowd-induced vertical vibrations of footbridges 149
Novel Movement-Based Methods for the Calibration of Colocated Multiple-Input Multiple-Output Radars 148
Vision-based dynamic monitoring of a steel footbridge 146
Stabilità in fase I del traliccio metallico delle travi reticolati miste 146
Improving the speed performance of an Evolutionary Algorithm by a second-order cost function approximation 146
Parameter Calibration of a Social Force Model for the Crowd-Induced Vibrations of Footbridges 145
Surrogate-based bayesian model updating of a historical masonry tower 143
Parameter estimation and uncertainty quantification of a fiber-reinforced concrete model by means of a multi-level Bayesian approach 131
Temperature effect on the modal frequencies of a steel railway bridge 131
Mitigation of model error effects in neural network-based structural damage detection 123
Dynamic Monitoring of a Steel Footbridge Based on Computer Vision Techniques 119
Vision-based approach for the static and dynamic monitoring of bridges 115
Ensembling satellite monitoring and numerical cartography towards the safety assessment of infrastructures 99
Impact of the model error on the neural network-based damage detection 97
Efficient two-step procedure for parameter identification and uncertainty assessment in model updating problems 92
A novel Doppler-based phase unwrapping algorithm for mmWave MIMO radars and its application to displacement estimation in structural health monitoring 65
Development of a hybrid regression model for predicting the mechanical behavior of macrosynthetic fiber reinforce concrete 63
Crowd-Induced Vibrations in a Timber Arch Bridge 55
A novel framework for assessing the serviceability of footbridges under human-induced bending and torsional vibrations: from detailed formulation to simplified design method 40
Temperature effect on the tensile constitutive parameters of fiber reinforced concrete 30
An automated vision-based approach for structural dynamic identification 23
COMBINING DISPLACEMENT AND ACCELERATION DATA FOR STRUCTURAL HEALTH ASSESSMENT 22
Experimental tests on post-tensioned rocking concrete walls with end columns and steel dissipative devices 20
Experimental Study of Bending and Torsional Effects in Walking-Induced Infrastructure Vibrations: The Pasternak Footbridge 20
Modal testing of a reinforced concrete Gerber-type bridge 20
Structural displacement estimation through data fusion of GNSS and acceleration data 20
Vision-based dynamic monitoring of a steel footbridge adopting artificial targets of different geometries 18
Design and experimental testing of a concrete rocking wall structural system 18
IMPROVED MULTIPLICATION FACTORS FOR SIMPLIFIED ANALYSIS OF VERTICAL VIBRATIONS IN FOOTBRIDGES UNDER CROWD LOADS 13
Totale 18.008
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Categoria #
all - tutte 62.468
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 62.468
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202157 0 0 0 0 0 0 0 0 0 0 0 57
2021/20221.117 57 114 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
2025/20266.028 347 385 553 659 669 369 725 321 565 694 471 270
Totale 18.008