IRIS
NICOLETTI, Vanni
 Distribuzione geografica
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Continente #
NA - Nord America 3.602
AS - Asia 1.945
EU - Europa 1.696
SA - Sud America 365
Continente sconosciuto - Info sul continente non disponibili 222
AF - Africa 53
OC - Oceania 17
Totale 7.900
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Nazione #
US - Stati Uniti d'America 3.446
IT - Italia 695
SG - Singapore 619
CN - Cina 363
VN - Vietnam 352
BR - Brasile 247
RU - Federazione Russa 240
HK - Hong Kong 222
GB - Regno Unito 124
FR - Francia 109
DE - Germania 108
IE - Irlanda 90
BD - Bangladesh 80
SE - Svezia 74
CA - Canada 70
IN - India 50
IR - Iran 47
FI - Finlandia 46
NL - Olanda 41
UA - Ucraina 35
TR - Turchia 34
AR - Argentina 25
CO - Colombia 23
MX - Messico 23
AT - Austria 22
ES - Italia 20
JP - Giappone 18
PE - Perù 18
ID - Indonesia 17
AU - Australia 16
EC - Ecuador 16
IQ - Iraq 16
PT - Portogallo 16
PH - Filippine 15
PL - Polonia 14
ZA - Sudafrica 14
LT - Lituania 13
CL - Cile 12
TW - Taiwan 12
CI - Costa d'Avorio 11
HN - Honduras 11
VE - Venezuela 11
PK - Pakistan 10
CR - Costa Rica 9
JM - Giamaica 9
SV - El Salvador 9
DK - Danimarca 8
MY - Malesia 8
SA - Arabia Saudita 8
UZ - Uzbekistan 8
BE - Belgio 7
DZ - Algeria 7
TH - Thailandia 7
AE - Emirati Arabi Uniti 6
BO - Bolivia 6
GT - Guatemala 6
KR - Corea 6
MA - Marocco 6
AZ - Azerbaigian 5
NI - Nicaragua 5
NP - Nepal 5
SK - Slovacchia (Repubblica Slovacca) 5
TT - Trinidad e Tobago 5
BG - Bulgaria 4
BY - Bielorussia 4
HU - Ungheria 4
IL - Israele 4
KE - Kenya 4
KZ - Kazakistan 4
LB - Libano 4
LV - Lettonia 4
PR - Porto Rico 4
PY - Paraguay 4
TN - Tunisia 4
BH - Bahrain 3
CH - Svizzera 3
GR - Grecia 3
JO - Giordania 3
PS - Palestinian Territory 3
UY - Uruguay 3
XK - ???statistics.table.value.countryCode.XK??? 3
CW - ???statistics.table.value.countryCode.CW??? 2
EG - Egitto 2
ET - Etiopia 2
GE - Georgia 2
GP - Guadalupe 2
KH - Cambogia 2
MM - Myanmar 2
NO - Norvegia 2
OM - Oman 2
PA - Panama 2
RO - Romania 2
SY - Repubblica araba siriana 2
AL - Albania 1
BM - Bermuda 1
CG - Congo 1
CY - Cipro 1
EU - Europa 1
HR - Croazia 1
KG - Kirghizistan 1
Totale 7.676
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Città #
Ashburn 775
Singapore 382
San Jose 255
Chandler 253
Council Bluffs 201
Hong Kong 199
Dallas 159
Ancona 127
Des Moines 119
Ho Chi Minh City 108
The Dalles 91
Hanoi 81
Boardman 79
Beijing 78
Dublin 78
New York 78
Cardiff 68
Rome 67
Milan 63
Santa Clara 56
Los Angeles 54
Moscow 51
Lauterbourg 47
Fairfield 43
Munich 38
Jacksonville 36
Redmond 36
Chicago 35
Turin 35
Helsinki 31
Hefei 30
Seattle 30
Houston 28
São Paulo 28
Princeton 26
Da Nang 25
Haiphong 22
Orem 22
Lawrence 21
Wilmington 21
Buffalo 20
Phoenix 19
Woodbridge 19
London 17
Atlanta 16
Brooklyn 16
Salt Lake City 16
Washington 16
Shanghai 15
Vienna 15
San Diego 14
Chennai 13
Columbus 13
Montreal 13
Rio de Janeiro 12
Vilnius 12
Warsaw 12
Abidjan 11
Cambridge 11
Centro 11
Lima 11
Mexico City 11
Nuremberg 11
San Mateo 11
Ann Arbor 10
Boydton 10
Denver 10
Frankfurt am Main 10
Izmir 10
Palermo 10
Shenzhen 10
Falkenstein 9
Granada 9
Kennedy 9
Pune 9
San Salvador 9
Sydney 9
Tokyo 9
Toronto 9
Turku 9
Amsterdam 8
Hải Dương 8
Lynnwood 8
Stockholm 8
Tampa 8
Ankara 7
Biên Hòa 7
Boston 7
Hangzhou 7
Johannesburg 7
Leeds 7
Naples 7
Quito 7
San José 7
Tashkent 7
Brussels 6
Bến Tre 6
Cagliari 6
Changsha 6
Florence 6
Totale 4.602
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Nome #
Assessment of different optimal sensor placement methods for dynamic monitoring of civil structures and infrastructures 288
Measurements of ambient vibrations for a cable-stayed bridge including the soil-foundation system 217
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 212
Experimental Evaluation of Infill Masonry Walls Stiffness for the Modelling of Non-Structural Components in R.C. Frame Buildings 205
Expeditious methodology for the estimation of infill masonry wall stiffness through in-situ dynamic tests 199
A simple methodology for the infill masonry wall stiffness estimation 198
Dynamic monitoring of bridges during static load tests: influence of the dynamics of trucks on the modal parameters of the bridge 196
Dynamic monitoring of buildings as a diagnostic tool during construction phases 190
A Good Practice for the Proof Testing of Cable-Stayed Bridges 189
Monitoring the Modal Properties of an RC School Building during the 2016 Central Italy Seismic Swarm 188
Some Considerations on the Expected Resonance Frequencies of Bridges During Proof Load Tests 184
Detection of infill wall damage due to earthquakes from vibration data 170
Some results of the structural health monitoring of a cable-stayed bridge in central Italy 169
Experimental modal properties of a steel arch bridge during the static load test 161
Assessment and Upgrading of Weakly Shear Reinforced Bridge Decks: A Case Study 154
Nomograms for the pre-dimensioning of RC beam-column joints according to Eurocode 8 151
Identification of changes in the dynamics of a reinforced concrete building through a machine learning approach for data normalization 149
Experimental Tests and Numerical Analyses for the Dynamic Characterization of a Steel and Wooden Cable-Stayed Footbridge 148
Optimal sensor placement for the dynamic monitoring of a historical masonry church in central Italy 147
Identification of infill masonry walls stiffening contribution on the dynamic behaviour of steel frames 147
Influenza delle tamponature sul comportamento dinamico di strutture a telaio in acciaio: sperimentazione su un caso studio 145
Dynamic in situ tests for the calibration of an infilled R.C. Building F.E. model 143
Dynamic Monitoring of an Isolated Steel Arch Bridge during Static Load Test 141
Evolution of Modal Parameters of a Reinforced Concrete Building Subjected to Moderate Earthquakes 141
Expeditious Dynamic Tests for the Estimation of Infill Masonry Wall Stiffness 141
A Novel Software Tool for the Optimal Sensor Placement in Civil Engineering Structures 140
An experimental campaign for assessing the role of tensioned tendons on the shear capacity of half-joints 131
Fragility reduction for a simply supported multi-span prestressed rc bridge retrofitted with LRB 128
Dynamics of bridges during proof load tests and determination of mass-normalized mode shapes from OMA 124
The usefulness of OMA for evaluating the health status of structures 124
Investigating the Performance of a Degraded Prestressed Concrete Box Girder Half-joint Bridge in the Spirit of the Italian Guidelines 123
The Monitoring System of the New Filomena Delli Castelli Cable-Stayed Bridge 122
First analysis of the isolated artificial ground for the reconstruction of Castelluccio di Norcia 120
Stiffness contribution and damage index of infills in steel frames considering moderate earthquake-induced damage 119
Operational Modal Analysis of Complex Buildings with and Without Structural Joints 118
SHM of historical buildings: The case study of Santa Maria in Via church in Camerino (Italy) 118
Beam-column joint nomogram: A simple and fast-to-use tool to evaluate the joint integrity in RC structures 115
DYMOS: A New Software for the Dynamic Identification of Structures 114
Operational Modal Analysis as a Support for the Development of Digital Twin Models of Bridges 112
Vibration-Based Tests and Results for the Evaluation of Infill Masonry Walls Influence on the Dynamic Behaviour of Buildings: A Review 110
Dynamic identification and vibration serviceability assessment of a wooden cable-stayed footbridge 103
Comparison of Condition Rating Systems for Bridges in Three European Countries 101
Impact of combined seismic and energy renovation works on the dynamics and damageability of infilled RC frame buildings 99
The tracking of modal parameters for a reinforced concrete building during low-medium intensity earthquakes 99
First Applications and Results of the SHM of Residential Buildings in Italy 97
Vibration-Based Test Results for the Investigation of the Infill Masonry Wall Damage 96
Modelling Strategies for the Updating of Infilled RC Building FEMs Considering the Construction Phases 95
Operational modal analysis for supporting the retrofit design of bridges 91
Multi-dataset OMA and Finite Element Model Updating of Steel Observation Tower 84
Advancing bridge resilience: a review of monitoring technologies for flood-prone infrastructure 84
Shell-Based Finite Element Modeling of Herøysund Bridge in Norway 83
Model Updating of Cultural Heritage Buildings Through Swarm Intelligence Algorithms 81
Experimental modal analysis and finite element model updating of a historical masonry arch bridge 70
Experimental and Numerical Investigation of Historic Brickwork Masonry with Weak and Degraded Joints: Failure Mechanisms Under Compression and Shear 63
Mode Shape Reconstruction Using Operational Modal Analysis of Stay Cables Load Cells Data 61
Continuous Dynamic Monitoring and Model-Based Damage Assessment of a RC Frame Building 55
A novel optimal sensor placement software for supporting the development of monitoring systems in civil engineering structures 52
Current State and Challenges of Road Bridges in Italy, Portugal, and Slovakia 44
Modal Identification of Buildings with Complex Geometry and Tested at Different Times 43
Influence of epistemic uncertainties on the seismic vulnerability assessment of an existing RC building 41
A study on the vibration serviceability performance of a new steel arch footbridge 38
New software for dynamic identification and optimal sensor placement of civil structures and infrastructures 38
AI-Based Debris Detection for Resilient Bridge Monitoring in Flood-Prone Areas 35
Effects of vertical seismic component on base isolation systems: The case study of Castelluccio di Norcia 32
In-service vibration analysis of steel pedestrian bridges 13
SHM approach for cable-stayed bridges based on stay load cell measurements 11
Totale 7.900
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Categoria #
all - tutte 33.483
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 33.483
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022252 0 0 0 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
2026/20271.067 220 179 291 377 0 0 0 0 0 0 0 0
Totale 7.900