IRIS
NICOLETTI, Vanni
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 3.045
AS - Asia 1.921
EU - Europa 1.572
SA - Sud America 352
Continente sconosciuto - Info sul continente non disponibili 214
AF - Africa 49
OC - Oceania 17
Totale 7.170
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 2.947
SG - Singapore 617
IT - Italia 610
CN - Cina 357
VN - Vietnam 352
BR - Brasile 246
RU - Federazione Russa 240
HK - Hong Kong 217
GB - Regno Unito 119
FR - Francia 105
DE - Germania 98
IE - Irlanda 90
BD - Bangladesh 79
SE - Svezia 74
CA - Canada 52
IN - India 49
IR - Iran 47
FI - Finlandia 46
NL - Olanda 39
UA - Ucraina 35
TR - Turchia 33
AR - Argentina 24
AT - Austria 22
MX - Messico 22
CO - Colombia 21
AU - Australia 16
ES - Italia 16
ID - Indonesia 16
IQ - Iraq 16
PT - Portogallo 16
EC - Ecuador 15
JP - Giappone 15
PH - Filippine 15
PL - Polonia 13
ZA - Sudafrica 13
PE - Perù 12
TW - Taiwan 12
CI - Costa d'Avorio 11
VE - Venezuela 11
CL - Cile 10
PK - Pakistan 10
DK - Danimarca 8
MY - Malesia 8
SA - Arabia Saudita 8
UZ - Uzbekistan 8
BE - Belgio 7
TH - Thailandia 7
BO - Bolivia 6
JM - Giamaica 6
KR - Corea 6
MA - Marocco 6
AE - Emirati Arabi Uniti 5
AZ - Azerbaigian 5
HN - Honduras 5
NP - Nepal 5
SK - Slovacchia (Repubblica Slovacca) 5
SV - El Salvador 5
BG - Bulgaria 4
BY - Bielorussia 4
DZ - Algeria 4
HU - Ungheria 4
KE - Kenya 4
KZ - Kazakistan 4
LB - Libano 4
LV - Lettonia 4
PY - Paraguay 4
TN - Tunisia 4
BH - Bahrain 3
CH - Svizzera 3
IL - Israele 3
UY - Uruguay 3
XK - ???statistics.table.value.countryCode.XK??? 3
CR - Costa Rica 2
EG - Egitto 2
ET - Etiopia 2
GE - Georgia 2
GR - Grecia 2
JO - Giordania 2
KH - Cambogia 2
MM - Myanmar 2
NO - Norvegia 2
OM - Oman 2
PA - Panama 2
PS - Palestinian Territory 2
RO - Romania 2
SY - Repubblica araba siriana 2
TT - Trinidad e Tobago 2
AL - Albania 1
CG - Congo 1
CY - Cipro 1
EU - Europa 1
GT - Guatemala 1
HR - Croazia 1
KG - Kirghizistan 1
KW - Kuwait 1
LA - Repubblica Popolare Democratica del Laos 1
LT - Lituania 1
LY - Libia 1
MN - Mongolia 1
NI - Nicaragua 1
Totale 6.956
Salva come PNG Salva come JPEG
Città #
Ashburn 677
Singapore 382
Chandler 253
San Jose 239
Hong Kong 194
Council Bluffs 165
Dallas 157
Ancona 122
Des Moines 119
Ho Chi Minh City 108
The Dalles 90
Hanoi 81
Boardman 79
Dublin 78
Beijing 76
New York 74
Cardiff 68
Rome 60
Moscow 51
Milan 50
Lauterbourg 47
Los Angeles 46
Santa Clara 46
Fairfield 43
Munich 38
Jacksonville 36
Redmond 36
Chicago 32
Helsinki 31
Turin 31
Hefei 30
Seattle 29
São Paulo 28
Houston 27
Da Nang 25
Haiphong 22
Orem 22
Lawrence 21
Princeton 21
Wilmington 21
Woodbridge 19
Buffalo 17
London 17
Salt Lake City 15
Shanghai 15
Vienna 15
Atlanta 14
San Diego 14
Chennai 13
Columbus 13
Brooklyn 12
Rio de Janeiro 12
Warsaw 12
Washington 12
Abidjan 11
Cambridge 11
Centro 11
Montreal 11
Nuremberg 11
San Mateo 11
Ann Arbor 10
Boydton 10
Frankfurt am Main 10
Izmir 10
Mexico City 10
Shenzhen 10
Denver 9
Falkenstein 9
Kennedy 9
Pune 9
Sydney 9
Turku 9
Hải Dương 8
Stockholm 8
Tampa 8
Tokyo 8
Biên Hòa 7
Boston 7
Hangzhou 7
Johannesburg 7
Leeds 7
Phoenix 7
Quito 7
Tashkent 7
Toronto 7
Amsterdam 6
Ankara 6
Brussels 6
Bến Tre 6
Cagliari 6
Guangzhou 6
Guimarães 6
Lima 6
Manila 6
Naples 6
San Francisco 6
Baku 5
Belo Horizonte 5
Bratislava 5
Changsha 5
Totale 4.316
Salva come PNG Salva come JPEG
Nome #
Assessment of different optimal sensor placement methods for dynamic monitoring of civil structures and infrastructures 248
Measurements of ambient vibrations for a cable-stayed bridge including the soil-foundation system 207
First results of the monitoring of the façade damage mechanism of the “Santa Maria in Via” Church in Camerino following the 2016 Central Italy Earthquake 202
A simple methodology for the infill masonry wall stiffness estimation 190
Experimental Evaluation of Infill Masonry Walls Stiffness for the Modelling of Non-Structural Components in R.C. Frame Buildings 189
Dynamic monitoring of bridges during static load tests: influence of the dynamics of trucks on the modal parameters of the bridge 188
Expeditious methodology for the estimation of infill masonry wall stiffness through in-situ dynamic tests 181
Dynamic monitoring of buildings as a diagnostic tool during construction phases 181
Monitoring the Modal Properties of an RC School Building during the 2016 Central Italy Seismic Swarm 180
A Good Practice for the Proof Testing of Cable-Stayed Bridges 178
Some Considerations on the Expected Resonance Frequencies of Bridges During Proof Load Tests 174
Detection of infill wall damage due to earthquakes from vibration data 164
Some results of the structural health monitoring of a cable-stayed bridge in central Italy 155
Experimental modal properties of a steel arch bridge during the static load test 155
Assessment and Upgrading of Weakly Shear Reinforced Bridge Decks: A Case Study 145
Influenza delle tamponature sul comportamento dinamico di strutture a telaio in acciaio: sperimentazione su un caso studio 138
Identification of infill masonry walls stiffening contribution on the dynamic behaviour of steel frames 137
Identification of changes in the dynamics of a reinforced concrete building through a machine learning approach for data normalization 136
Dynamic Monitoring of an Isolated Steel Arch Bridge during Static Load Test 135
Dynamic in situ tests for the calibration of an infilled R.C. Building F.E. model 135
Evolution of Modal Parameters of a Reinforced Concrete Building Subjected to Moderate Earthquakes 135
Expeditious Dynamic Tests for the Estimation of Infill Masonry Wall Stiffness 134
Optimal sensor placement for the dynamic monitoring of a historical masonry church in central Italy 133
Nomograms for the pre-dimensioning of RC beam-column joints according to Eurocode 8 132
Experimental Tests and Numerical Analyses for the Dynamic Characterization of a Steel and Wooden Cable-Stayed Footbridge 131
A Novel Software Tool for the Optimal Sensor Placement in Civil Engineering Structures 125
An experimental campaign for assessing the role of tensioned tendons on the shear capacity of half-joints 123
Fragility reduction for a simply supported multi-span prestressed rc bridge retrofitted with LRB 119
The Monitoring System of the New Filomena Delli Castelli Cable-Stayed Bridge 116
First analysis of the isolated artificial ground for the reconstruction of Castelluccio di Norcia 115
Operational Modal Analysis of Complex Buildings with and Without Structural Joints 113
The usefulness of OMA for evaluating the health status of structures 113
Dynamics of bridges during proof load tests and determination of mass-normalized mode shapes from OMA 111
SHM of historical buildings: The case study of Santa Maria in Via church in Camerino (Italy) 108
DYMOS: A New Software for the Dynamic Identification of Structures 105
Operational Modal Analysis as a Support for the Development of Digital Twin Models of Bridges 104
Investigating the Performance of a Degraded Prestressed Concrete Box Girder Half-joint Bridge in the Spirit of the Italian Guidelines 101
Beam-column joint nomogram: A simple and fast-to-use tool to evaluate the joint integrity in RC structures 100
Stiffness contribution and damage index of infills in steel frames considering moderate earthquake-induced damage 96
Vibration-Based Tests and Results for the Evaluation of Infill Masonry Walls Influence on the Dynamic Behaviour of Buildings: A Review 95
Comparison of Condition Rating Systems for Bridges in Three European Countries 91
The tracking of modal parameters for a reinforced concrete building during low-medium intensity earthquakes 90
First Applications and Results of the SHM of Residential Buildings in Italy 90
Modelling Strategies for the Updating of Infilled RC Building FEMs Considering the Construction Phases 88
Impact of combined seismic and energy renovation works on the dynamics and damageability of infilled RC frame buildings 87
Vibration-Based Test Results for the Investigation of the Infill Masonry Wall Damage 86
Dynamic identification and vibration serviceability assessment of a wooden cable-stayed footbridge 83
Multi-dataset OMA and Finite Element Model Updating of Steel Observation Tower 79
Model Updating of Cultural Heritage Buildings Through Swarm Intelligence Algorithms 77
Operational modal analysis for supporting the retrofit design of bridges 76
Advancing bridge resilience: a review of monitoring technologies for flood-prone infrastructure 76
Shell-Based Finite Element Modeling of Herøysund Bridge in Norway 74
Experimental modal analysis and finite element model updating of a historical masonry arch bridge 63
Mode Shape Reconstruction Using Operational Modal Analysis of Stay Cables Load Cells Data 56
Continuous Dynamic Monitoring and Model-Based Damage Assessment of a RC Frame Building 48
Experimental and Numerical Investigation of Historic Brickwork Masonry with Weak and Degraded Joints: Failure Mechanisms Under Compression and Shear 47
A novel optimal sensor placement software for supporting the development of monitoring systems in civil engineering structures 39
Current State and Challenges of Road Bridges in Italy, Portugal, and Slovakia 38
Modal Identification of Buildings with Complex Geometry and Tested at Different Times 35
Influence of epistemic uncertainties on the seismic vulnerability assessment of an existing RC building 33
New software for dynamic identification and optimal sensor placement of civil structures and infrastructures 31
A study on the vibration serviceability performance of a new steel arch footbridge 24
Effects of vertical seismic component on base isolation systems: The case study of Castelluccio di Norcia 21
AI-Based Debris Detection for Resilient Bridge Monitoring in Flood-Prone Areas 11
Totale 7.170
Salva come PNG Salva come JPEG
Categoria #
all - tutte 30.856
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 30.856
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022276 0 15 9 3 5 42 16 15 25 30 41 75
2022/2023621 58 68 52 63 19 160 4 34 102 5 35 21
2023/2024467 53 18 38 45 69 71 20 44 6 25 19 59
2024/20251.411 81 125 71 59 112 84 218 75 205 86 160 135
2025/20263.785 251 287 195 235 380 331 711 347 314 396 210 128
2026/2027337 220 117 0 0 0 0 0 0 0 0 0 0
Totale 7.170