VINCENZI, Loris
 Distribuzione geografica
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Continente #
NA - Nord America 8.377
AS - Asia 4.692
EU - Europa 4.565
SA - Sud America 889
Continente sconosciuto - Info sul continente non disponibili 122
AF - Africa 99
OC - Oceania 15
Totale 18.759
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Nazione #
US - Stati Uniti d'America 8.185
IT - Italia 2.088
SG - Singapore 1.425
CN - Cina 1.214
GB - Regno Unito 974
BR - Brasile 665
VN - Vietnam 607
HK - Hong Kong 535
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 91
AR - Argentina 80
IN - India 80
NL - Olanda 78
BG - Bulgaria 68
ID - Indonesia 63
MX - Messico 53
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
MY - Malesia 15
UZ - Uzbekistan 15
CL - Cile 14
EG - Egitto 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
JM - Giamaica 8
BH - Bahrain 7
DZ - Algeria 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
TT - Trinidad e Tobago 5
BY - Bielorussia 4
GT - Guatemala 4
QA - Qatar 4
SK - Slovacchia (Repubblica Slovacca) 4
BB - Barbados 3
BO - Bolivia 3
CG - Congo 3
HN - Honduras 3
KG - Kirghizistan 3
LV - Lettonia 3
MM - Myanmar 3
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 18.607
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Città #
Santa Clara 1.027
Ashburn 858
Singapore 798
Southend 670
Fairfield 595
Hong Kong 518
Hefei 428
Chandler 420
Woodbridge 412
Houston 351
Jacksonville 338
San Jose 326
Council Bluffs 312
Dearborn 273
Seattle 243
Wilmington 223
Ho Chi Minh City 214
Ann Arbor 206
London 190
Nyköping 186
Cambridge 185
Beijing 184
Modena 179
Seoul 171
Milan 159
Bologna 137
Hanoi 124
Los Angeles 121
Rome 107
New York 106
The Dalles 102
Chicago 80
Princeton 72
Lauterbourg 67
Sofia 64
Dallas 62
Eugene 60
São Paulo 58
San Diego 56
Buffalo 50
Helsinki 46
Orem 45
Izmir 43
Redwood City 42
Naples 40
Columbus 38
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
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
Phoenix 14
Redondo Beach 14
Tashkent 14
Verona 14
Ankara 13
Atlanta 13
Belo Horizonte 13
Biên Hòa 13
Brescia 13
Mexico City 13
Nanjing 13
Nuremberg 13
Perugia 13
Quito 13
Manchester 12
Totale 12.008
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Nome #
Ottimizzazione multi-obiettivo di modelli a elementi finiti: criteri per la scelta della soluzione ottimale 504
Damage and collapses in industrial precast buildings after the 2012 Emilia earthquake 365
Ambient vibration-based finite element model updating of an earthquake-damaged masonry tower 362
Damages and collapses in industrial precast buildings after the Emilia earthquake 361
Dynamic Assessment of Masonry Towers Based on Terrestrial Radar Interferometer and Accelerometers 361
Monitoraggio di strutture storiche mediante interferometria radar terrestre 360
A surrogate-assisted evolutionary algorithm for dynamic structural identification 359
Dynamic monitoring and evaluation of bell ringing effects for the structural assessment of a masonry bell tower 327
Influence of model errors in optimal sensor placement 319
A spectral load model for pedestrian excitation including vertical human-structure interaction 314
Dynamic analyses of a curved cable-stayed footbridge under human induced vibrations: numerical models and experimental tests 301
AR+ noise versus AR and ARMA models in SHM-oriented identification 301
Human-induced vibrations of a curved cable-stayed footbridge 292
Human-structure interaction effects on the maximum dynamic response based on an equivalent spectral model for pedestrian-induced loading 292
Dynamic behaviour of the San Felice sul Panaro Fortress: Experimental tests and model updating 286
Coupling Response Surface and Differential Evolution for Parameter Identification Problems 282
Identificazione dinamica di una passerella pedonale strallata mediante algoritmi nel dominio delle frequenze 280
Identification of the Manhattan bridge dynamic properties for fatigue assessment 277
Dynamic identification of an ancient masonry bell tower using a MEMS-based acquisition system 276
Comparison between Coupled Local Minimizers method and Differential Evolution algorithm in dynamic damage detection problems 275
A proper infill sampling strategy for improving the speed performance of a Surrogate-Assisted Evolutionary Algorithm 272
Multi-sensor and Multi-frequency Data Fusion for Structural Health Monitoring 268
Dynamic monitoring of the Pasternak footbridge using MEMS-based sensing system 266
Structural health monitoring of a historical masonry bell tower using operational modal analysis 264
A new denoising procedure based on empirical mode decomposition for SHM purpose 243
Identificazione della rigidezza dei tamponamenti in strutture intelaiate mediante analisi inversa 239
Structural monitoring of a tower by means of MEMS–based sensing and enhanced autoregressive models 238
A statistical approach for modeling individual vertical walking forces 235
A multi-objective optimization approach for FE model updating based on a selection criterion of the preferred Pareto-optimal solution 230
Inverse analysis for the calibration of FRP - Concrete interface law 226
A second-order cost function approximation in differential evolution algorithm for structural identification 225
Vehicle-bridge interactive analyses on the Lagoscuro viaduct. 225
Inverse analysis for calibration of FRP-Concrete interface law 223
Differential evolution algorithm in dynamic structural identification 221
Experimental modal analysis and fatigue assessment on the Lagoscuro viaduct. 218
Identificazione dei parametri modali autoregressivi di un modello ARMA Vettoriale attraverso algoritmi evolutivi 216
Differential Evolution Algorithm for Dynamic Structural Identification 213
Miglioramento sismico mediante sistemi dissipativi: il caso studio della scuola di Bisignano 211
Contribution of anthropogenic consolidation processes to subsidence phenomena from multi-temporal DInSAR: a GIS-based approach 207
Identificazione dinamica di una struttura di acciaio mediante vibrodina 206
Calibration of a mode II FRP-Concrete interface law by inverse analysis 205
The effect of local vibrations on fatigue in old steel riveted bridges. A case study: the Manhattan Bridge 203
The role of environmental effects in the structural health monitoring: the case study of the Ficarolo Tower in Rovigo, Italy 202
Bayesian and deterministic surrogate-assisted approaches for model updating of historical masonry towers 200
Utilizzo di MEMS per il monitoraggio strutturale 198
Identificazione di una struttura da ponte acciaio-calcestruzzo mediante prove di vibrazione forzata 195
Il ruolo delle tamponature nel comportamento dinamico e sismico delle strutture intelaiate in c.a. 195
Influence of measurement and model errors in optimal sensor placement for SHM purposes 194
Terremoto dell’Emilia - danni ad edifici produttivi a struttura prefabbricata ((Emilia earthquake - damage to buildings in manufacturing prefabricated structure)) 192
Modal identification of a TAV viaduct using subspace models 188
Bayesian Model Updating and Parameter Uncertainty Analysis of a Damaged Fortress Through Dynamic Experimental Data 185
Evaluation of a MEMS--based sensing unit for structural health monitoring: results on a medieval tower 184
Comparison between coupled local minimizers method and differential evolution algorithm in dynamic damage detections 183
Dynamic Identification and Model Updating of a Masonry Chimney 182
Comportamento di nodi trave-colonna di strutture parzialmente prefabbricate 180
Coupling of differential evolution algorithm and quadratic approximation for dynamic identification 177
Experimental analysis and fatigue assessment on a railway steel viaduct 177
Structural monitoring of the Tower of the Faculty of Engineering in Bologna using MEMS-based sensing 175
Experimental Investigation on a Beam-Column Node of a Multi-Story Precast RC System 172
Structural identification of a steel structure by forced vibrations 170
A computationally efficient procedure for calibrating model parameters of multiple specimens 169
Mems-based sensing for health monitoring of buildings 165
A multi-temporal DInSAR-based method for the assessment of the 3D rigid motion of buildings and corresponding uncertainties 164
Stabilità di tralicci PREM in prima fase 164
Investigation of ultimate capacity of beam-column joints of precast system 163
Identificazione dinamica di un viadotto della autostrada Salerno-Reggio Calabria mediante vibrazioni indotte dal traffico veicolare 162
A simplified procedure to assess uncertainties in the estimation of the rigid motion of isolated buildings based on InSAR monitoring 160
Identificazione dinamica attraverso algoritmi di ottimizzazione evolutiva 159
Novel Movement-Based Methods for the Calibration of Colocated Multiple-Input Multiple-Output Radars 153
A simplified method based on improved multiplication factors to assess crowd-induced vertical vibrations of footbridges 152
Vision-based dynamic monitoring of a steel footbridge 151
Stabilità in fase I del traliccio metallico delle travi reticolati miste 150
Improving the speed performance of an Evolutionary Algorithm by a second-order cost function approximation 149
Surrogate-based bayesian model updating of a historical masonry tower 148
Parameter Calibration of a Social Force Model for the Crowd-Induced Vibrations of Footbridges 148
Parameter estimation and uncertainty quantification of a fiber-reinforced concrete model by means of a multi-level Bayesian approach 140
Temperature effect on the modal frequencies of a steel railway bridge 137
Mitigation of model error effects in neural network-based structural damage detection 130
Dynamic Monitoring of a Steel Footbridge Based on Computer Vision Techniques 126
Vision-based approach for the static and dynamic monitoring of bridges 119
Ensembling satellite monitoring and numerical cartography towards the safety assessment of infrastructures 108
Impact of the model error on the neural network-based damage detection 100
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 80
Development of a hybrid regression model for predicting the mechanical behavior of macrosynthetic fiber reinforce concrete 71
Crowd-Induced Vibrations in a Timber Arch Bridge 64
A novel framework for assessing the serviceability of footbridges under human-induced bending and torsional vibrations: from detailed formulation to simplified design method 51
COMBINING DISPLACEMENT AND ACCELERATION DATA FOR STRUCTURAL HEALTH ASSESSMENT 35
Temperature effect on the tensile constitutive parameters of fiber reinforced concrete 34
An automated vision-based approach for structural dynamic identification 32
Experimental Study of Bending and Torsional Effects in Walking-Induced Infrastructure Vibrations: The Pasternak Footbridge 29
Structural displacement estimation through data fusion of GNSS and acceleration data 29
Vision-based dynamic monitoring of a steel footbridge adopting artificial targets of different geometries 28
Modal testing of a reinforced concrete Gerber-type bridge 27
Experimental tests on post-tensioned rocking concrete walls with end columns and steel dissipative devices 26
Design and experimental testing of a concrete rocking wall structural system 26
IMPROVED MULTIPLICATION FACTORS FOR SIMPLIFIED ANALYSIS OF VERTICAL VIBRATIONS IN FOOTBRIDGES UNDER CROWD LOADS 16
Totale 18.759
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Categoria #
all - tutte 67.013
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 67.013
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022946 0 0 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
2026/2027741 249 453 39 0 0 0 0 0 0 0 0 0
Totale 18.759