VINCENZI, Loris
 Distribuzione geografica
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Continente #
NA - Nord America 7.327
AS - Asia 4.479
EU - Europa 4.304
SA - Sud America 873
AF - Africa 96
OC - Oceania 15
Continente sconosciuto - Info sul continente non disponibili 4
Totale 17.098
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Nazione #
US - Stati Uniti d'America 7.192
IT - Italia 1.855
SG - Singapore 1.398
CN - Cina 1.181
GB - Regno Unito 970
BR - Brasile 661
VN - Vietnam 602
HK - Hong Kong 524
FR - Francia 229
SE - Svezia 220
DE - Germania 217
KR - Corea 185
UA - Ucraina 177
RU - Federazione Russa 167
TR - Turchia 134
FI - Finlandia 115
IN - India 80
AR - Argentina 79
NL - Olanda 70
BG - Bulgaria 68
ID - Indonesia 61
CA - Canada 59
BD - Bangladesh 52
MX - Messico 49
EC - Ecuador 38
JP - Giappone 34
IQ - Iraq 33
BE - Belgio 32
ZA - Sudafrica 28
CO - Colombia 26
PL - Polonia 26
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
CL - Cile 13
JO - Giordania 12
MA - Marocco 12
TW - Taiwan 12
AU - Australia 11
MY - Malesia 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
AZ - Azerbaigian 6
CH - Svizzera 6
NO - Norvegia 6
OM - Oman 6
PS - Palestinian Territory 6
TH - Thailandia 6
ET - Etiopia 5
KZ - Kazakistan 5
LB - Libano 5
NP - Nepal 5
SY - Repubblica araba siriana 5
AL - Albania 4
BY - Bielorussia 4
HU - Ungheria 4
NG - Nigeria 4
QA - Qatar 4
SK - Slovacchia (Repubblica Slovacca) 4
CG - Congo 3
CR - Costa Rica 3
GT - Guatemala 3
JM - Giamaica 3
KG - Kirghizistan 3
LV - Lettonia 3
MM - Myanmar 3
NI - Nicaragua 3
BB - Barbados 2
BO - Bolivia 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
RS - Serbia 2
Totale 17.070
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Città #
Santa Clara 988
Singapore 787
Ashburn 675
Southend 670
Fairfield 595
Hong Kong 510
Hefei 428
Chandler 420
Woodbridge 412
Houston 346
Jacksonville 337
Dearborn 273
Seattle 239
San Jose 238
Wilmington 223
Ho Chi Minh City 212
Ann Arbor 206
London 189
Nyköping 186
Cambridge 185
Modena 178
Beijing 173
Seoul 168
Bologna 128
Hanoi 121
Los Angeles 101
The Dalles 101
Rome 99
Milan 97
Council Bluffs 74
Chicago 73
Princeton 70
Lauterbourg 67
New York 65
Sofia 64
Eugene 60
São Paulo 58
San Diego 55
Dallas 48
Helsinki 46
Izmir 43
Redwood City 42
Orem 41
Moscow 38
Buffalo 36
Naples 36
Jakarta 35
Shanghai 33
Da Nang 32
Reggio Emilia 31
Salt Lake City 29
Tokyo 27
Bremen 26
Turin 26
Guangzhou 24
Haiphong 22
Falls Church 21
Kent 21
Parma 21
Rio de Janeiro 21
Florence 20
Chennai 19
Formigine 19
Bari 18
Brussels 18
Frankfurt am Main 18
Lappeenranta 18
Amsterdam 17
Ottawa 17
Curitiba 16
Istanbul 16
Dublin 15
Napoli 15
Tampa 15
Warsaw 15
Bomporto 14
Des Moines 14
Padova 14
Palermo 14
Redondo Beach 14
Tashkent 14
Verona 14
Ankara 13
Belo Horizonte 13
Biên Hòa 13
Nanjing 13
Nuremberg 13
Quito 13
Brooklyn 12
Columbus 12
Manchester 12
Munich 12
Perugia 12
Rende 12
Baghdad 11
Brescia 11
Bắc Ninh 11
Can Tho 11
Chengdu 11
Elk Grove Village 11
Totale 11.140
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Nome #
Ottimizzazione multi-obiettivo di modelli a elementi finiti: criteri per la scelta della soluzione ottimale 488
Dynamic Assessment of Masonry Towers Based on Terrestrial Radar Interferometer and Accelerometers 349
Damages and collapses in industrial precast buildings after the Emilia earthquake 345
Ambient vibration-based finite element model updating of an earthquake-damaged masonry tower 340
Damage and collapses in industrial precast buildings after the 2012 Emilia earthquake 332
A surrogate-assisted evolutionary algorithm for dynamic structural identification 324
Monitoraggio di strutture storiche mediante interferometria radar terrestre 320
Dynamic monitoring and evaluation of bell ringing effects for the structural assessment of a masonry bell tower 306
Influence of model errors in optimal sensor placement 299
A spectral load model for pedestrian excitation including vertical human-structure interaction 295
AR+ noise versus AR and ARMA models in SHM-oriented identification 287
Dynamic analyses of a curved cable-stayed footbridge under human induced vibrations: numerical models and experimental tests 282
Dynamic behaviour of the San Felice sul Panaro Fortress: Experimental tests and model updating 274
Human-induced vibrations of a curved cable-stayed footbridge 274
Human-structure interaction effects on the maximum dynamic response based on an equivalent spectral model for pedestrian-induced loading 273
Coupling Response Surface and Differential Evolution for Parameter Identification Problems 271
Identificazione dinamica di una passerella pedonale strallata mediante algoritmi nel dominio delle frequenze 266
Dynamic identification of an ancient masonry bell tower using a MEMS-based acquisition system 265
Identification of the Manhattan bridge dynamic properties for fatigue assessment 264
Comparison between Coupled Local Minimizers method and Differential Evolution algorithm in dynamic damage detection problems 261
A proper infill sampling strategy for improving the speed performance of a Surrogate-Assisted Evolutionary Algorithm 260
Structural health monitoring of a historical masonry bell tower using operational modal analysis 256
Dynamic monitoring of the Pasternak footbridge using MEMS-based sensing system 254
A new denoising procedure based on empirical mode decomposition for SHM purpose 230
Structural monitoring of a tower by means of MEMS–based sensing and enhanced autoregressive models 222
Multi-sensor and Multi-frequency Data Fusion for Structural Health Monitoring 221
Identificazione della rigidezza dei tamponamenti in strutture intelaiate mediante analisi inversa 221
A statistical approach for modeling individual vertical walking forces 219
Vehicle-bridge interactive analyses on the Lagoscuro viaduct. 218
Experimental modal analysis and fatigue assessment on the Lagoscuro viaduct. 211
A multi-objective optimization approach for FE model updating based on a selection criterion of the preferred Pareto-optimal solution 209
Inverse analysis for calibration of FRP-Concrete interface law 208
Differential evolution algorithm in dynamic structural identification 206
Differential Evolution Algorithm for Dynamic Structural Identification 203
Miglioramento sismico mediante sistemi dissipativi: il caso studio della scuola di Bisignano 199
Identificazione dei parametri modali autoregressivi di un modello ARMA Vettoriale attraverso algoritmi evolutivi 197
A second-order cost function approximation in differential evolution algorithm for structural identification 193
The role of environmental effects in the structural health monitoring: the case study of the Ficarolo Tower in Rovigo, Italy 192
Calibration of a mode II FRP-Concrete interface law by inverse analysis 190
Bayesian and deterministic surrogate-assisted approaches for model updating of historical masonry towers 189
Contribution of anthropogenic consolidation processes to subsidence phenomena from multi-temporal DInSAR: a GIS-based approach 186
Inverse analysis for the calibration of FRP - Concrete interface law 185
The effect of local vibrations on fatigue in old steel riveted bridges. A case study: the Manhattan Bridge 184
Identificazione dinamica di una struttura di acciaio mediante vibrodina 183
Utilizzo di MEMS per il monitoraggio strutturale 183
Identificazione di una struttura da ponte acciaio-calcestruzzo mediante prove di vibrazione forzata 182
Influence of measurement and model errors in optimal sensor placement for SHM purposes 181
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 175
Comparison between coupled local minimizers method and differential evolution algorithm in dynamic damage detections 173
Terremoto dell’Emilia - danni ad edifici produttivi a struttura prefabbricata ((Emilia earthquake - damage to buildings in manufacturing prefabricated structure)) 172
Bayesian Model Updating and Parameter Uncertainty Analysis of a Damaged Fortress Through Dynamic Experimental Data 171
Comportamento di nodi trave-colonna di strutture parzialmente prefabbricate 170
Experimental analysis and fatigue assessment on a railway steel viaduct 169
Coupling of differential evolution algorithm and quadratic approximation for dynamic identification 162
Dynamic Identification and Model Updating of a Masonry Chimney 160
Structural identification of a steel structure by forced vibrations 159
Il ruolo delle tamponature nel comportamento dinamico e sismico delle strutture intelaiate in c.a. 159
Structural monitoring of the Tower of the Faculty of Engineering in Bologna using MEMS-based sensing 159
Mems-based sensing for health monitoring of buildings 157
A computationally efficient procedure for calibrating model parameters of multiple specimens 156
Experimental Investigation on a Beam-Column Node of a Multi-Story Precast RC System 155
Stabilità di tralicci PREM in prima fase 153
A multi-temporal DInSAR-based method for the assessment of the 3D rigid motion of buildings and corresponding uncertainties 152
Identificazione dinamica attraverso algoritmi di ottimizzazione evolutiva 152
Identificazione dinamica di un viadotto della autostrada Salerno-Reggio Calabria mediante vibrazioni indotte dal traffico veicolare 151
A simplified procedure to assess uncertainties in the estimation of the rigid motion of isolated buildings based on InSAR monitoring 149
Investigation of ultimate capacity of beam-column joints of precast system 149
Novel Movement-Based Methods for the Calibration of Colocated Multiple-Input Multiple-Output Radars 146
Vision-based dynamic monitoring of a steel footbridge 141
Improving the speed performance of an Evolutionary Algorithm by a second-order cost function approximation 141
Parameter Calibration of a Social Force Model for the Crowd-Induced Vibrations of Footbridges 141
A simplified method based on improved multiplication factors to assess crowd-induced vertical vibrations of footbridges 139
Stabilità in fase I del traliccio metallico delle travi reticolati miste 138
Surrogate-based bayesian model updating of a historical masonry tower 136
Parameter estimation and uncertainty quantification of a fiber-reinforced concrete model by means of a multi-level Bayesian approach 126
Mitigation of model error effects in neural network-based structural damage detection 121
Temperature effect on the modal frequencies of a steel railway bridge 119
Dynamic Monitoring of a Steel Footbridge Based on Computer Vision Techniques 115
Vision-based approach for the static and dynamic monitoring of bridges 110
Impact of the model error on the neural network-based damage detection 93
Ensembling satellite monitoring and numerical cartography towards the safety assessment of infrastructures 93
Efficient two-step procedure for parameter identification and uncertainty assessment in model updating problems 88
Development of a hybrid regression model for predicting the mechanical behavior of macrosynthetic fiber reinforce concrete 58
A novel Doppler-based phase unwrapping algorithm for mmWave MIMO radars and its application to displacement estimation in structural health monitoring 57
Crowd-Induced Vibrations in a Timber Arch Bridge 51
Temperature effect on the tensile constitutive parameters of fiber reinforced concrete 29
A novel framework for assessing the serviceability of footbridges under human-induced bending and torsional vibrations: from detailed formulation to simplified design method 21
An automated vision-based approach for structural dynamic identification 20
Experimental Study of Bending and Torsional Effects in Walking-Induced Infrastructure Vibrations: The Pasternak Footbridge 16
IMPROVED MULTIPLICATION FACTORS FOR SIMPLIFIED ANALYSIS OF VERTICAL VIBRATIONS IN FOOTBRIDGES UNDER CROWD LOADS 8
COMBINING DISPLACEMENT AND ACCELERATION DATA FOR STRUCTURAL HEALTH ASSESSMENT 8
Modal testing of a reinforced concrete Gerber-type bridge 6
Experimental tests on post-tensioned rocking concrete walls with end columns and steel dissipative devices 5
Design and experimental testing of a concrete rocking wall structural system 5
Structural displacement estimation through data fusion of GNSS and acceleration data 1
Totale 17.213
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Categoria #
all - tutte 57.564
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 57.564
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021424 0 0 0 0 0 0 0 0 0 289 78 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
2025/20265.233 347 385 553 659 669 369 725 321 565 640 0 0
Totale 17.213