IRIS
NICOLETTI, Vanni
 Distribuzione geografica
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Continente #
NA - Nord America 2.824
AS - Asia 1.878
EU - Europa 1.537
SA - Sud America 347
AF - Africa 49
OC - Oceania 17
Continente sconosciuto - Info sul continente non disponibili 4
Totale 6.656
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Nazione #
US - Stati Uniti d'America 2.749
SG - Singapore 612
IT - Italia 586
VN - Vietnam 352
CN - Cina 344
BR - Brasile 243
RU - Federazione Russa 240
HK - Hong Kong 210
GB - Regno Unito 119
FR - Francia 105
IE - Irlanda 90
DE - Germania 89
BD - Bangladesh 74
SE - Svezia 74
IN - India 49
FI - Finlandia 46
CA - Canada 39
NL - Olanda 39
IR - Iran 35
UA - Ucraina 35
TR - Turchia 33
AR - Argentina 23
AT - Austria 22
MX - Messico 21
CO - Colombia 20
AU - Australia 16
ES - Italia 16
IQ - Iraq 16
EC - Ecuador 15
ID - Indonesia 15
JP - Giappone 15
PH - Filippine 15
PT - Portogallo 14
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
KR - Corea 6
MA - Marocco 6
AE - Emirati Arabi Uniti 5
AZ - Azerbaigian 5
NP - Nepal 5
SK - Slovacchia (Repubblica Slovacca) 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
SV - El Salvador 4
TN - Tunisia 4
BH - Bahrain 3
CH - Svizzera 3
IL - Israele 3
JM - Giamaica 3
UY - Uruguay 3
XK - ???statistics.table.value.countryCode.XK??? 3
EG - Egitto 2
ET - Etiopia 2
GE - Georgia 2
GR - Grecia 2
HN - Honduras 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
CR - Costa Rica 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
NZ - Nuova Zelanda 1
Totale 6.653
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Città #
Ashburn 661
Singapore 378
Chandler 253
San Jose 228
Hong Kong 189
Dallas 155
Ancona 122
Des Moines 119
Ho Chi Minh City 108
The Dalles 88
Hanoi 81
Boardman 79
Dublin 78
New York 74
Council Bluffs 73
Beijing 69
Cardiff 68
Rome 58
Moscow 51
Lauterbourg 47
Milan 46
Los Angeles 45
Fairfield 43
Santa Clara 39
Munich 38
Jacksonville 36
Redmond 36
Helsinki 31
Turin 31
Hefei 30
São Paulo 28
Chicago 27
Seattle 27
Houston 26
Da Nang 25
Haiphong 22
Orem 22
Lawrence 21
Princeton 21
Wilmington 21
Woodbridge 19
Buffalo 16
London 16
Salt Lake City 15
Vienna 15
San Diego 14
Atlanta 13
Chennai 13
Columbus 13
Rio de Janeiro 12
Shanghai 12
Warsaw 12
Abidjan 11
Brooklyn 11
Cambridge 11
Centro 11
Montreal 11
Nuremberg 11
San Mateo 11
Ann Arbor 10
Boydton 10
Izmir 10
Shenzhen 10
Denver 9
Frankfurt am Main 9
Kennedy 9
Mexico City 9
Pune 9
Sydney 9
Turku 9
Washington 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
Lima 6
Manila 6
Naples 6
San Francisco 6
Baku 5
Belo Horizonte 5
Bratislava 5
Changsha 5
Florence 5
Giugliano in Campania 5
Totale 4.138
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Nome #
Assessment of different optimal sensor placement methods for dynamic monitoring of civil structures and infrastructures 234
Measurements of ambient vibrations for a cable-stayed bridge including the soil-foundation system 203
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 199
A simple methodology for the infill masonry wall stiffness estimation 187
Dynamic monitoring of bridges during static load tests: influence of the dynamics of trucks on the modal parameters of the bridge 185
Experimental Evaluation of Infill Masonry Walls Stiffness for the Modelling of Non-Structural Components in R.C. Frame Buildings 184
Dynamic monitoring of buildings as a diagnostic tool during construction phases 176
A Good Practice for the Proof Testing of Cable-Stayed Bridges 176
Expeditious methodology for the estimation of infill masonry wall stiffness through in-situ dynamic tests 174
Monitoring the Modal Properties of an RC School Building during the 2016 Central Italy Seismic Swarm 174
Detection of infill wall damage due to earthquakes from vibration data 156
Some Considerations on the Expected Resonance Frequencies of Bridges During Proof Load Tests 155
Experimental modal properties of a steel arch bridge during the static load test 154
Some results of the structural health monitoring of a cable-stayed bridge in central Italy 149
Assessment and Upgrading of Weakly Shear Reinforced Bridge Decks: A Case Study 143
Influenza delle tamponature sul comportamento dinamico di strutture a telaio in acciaio: sperimentazione su un caso studio 137
Identification of infill masonry walls stiffening contribution on the dynamic behaviour of steel frames 135
Identification of changes in the dynamics of a reinforced concrete building through a machine learning approach for data normalization 134
Dynamic in situ tests for the calibration of an infilled R.C. Building F.E. model 133
Evolution of Modal Parameters of a Reinforced Concrete Building Subjected to Moderate Earthquakes 133
Expeditious Dynamic Tests for the Estimation of Infill Masonry Wall Stiffness 132
Dynamic Monitoring of an Isolated Steel Arch Bridge during Static Load Test 130
Nomograms for the pre-dimensioning of RC beam-column joints according to Eurocode 8 130
An experimental campaign for assessing the role of tensioned tendons on the shear capacity of half-joints 121
A Novel Software Tool for the Optimal Sensor Placement in Civil Engineering Structures 120
Experimental Tests and Numerical Analyses for the Dynamic Characterization of a Steel and Wooden Cable-Stayed Footbridge 120
Fragility reduction for a simply supported multi-span prestressed rc bridge retrofitted with LRB 117
The Monitoring System of the New Filomena Delli Castelli Cable-Stayed Bridge 115
Operational Modal Analysis of Complex Buildings with and Without Structural Joints 112
Optimal sensor placement for the dynamic monitoring of a historical masonry church in central Italy 110
First analysis of the isolated artificial ground for the reconstruction of Castelluccio di Norcia 109
The usefulness of OMA for evaluating the health status of structures 108
Dynamics of bridges during proof load tests and determination of mass-normalized mode shapes from OMA 107
SHM of historical buildings: The case study of Santa Maria in Via church in Camerino (Italy) 107
Operational Modal Analysis as a Support for the Development of Digital Twin Models of Bridges 102
Beam-column joint nomogram: A simple and fast-to-use tool to evaluate the joint integrity in RC structures 100
Investigating the Performance of a Degraded Prestressed Concrete Box Girder Half-joint Bridge in the Spirit of the Italian Guidelines 97
Vibration-Based Tests and Results for the Evaluation of Infill Masonry Walls Influence on the Dynamic Behaviour of Buildings: A Review 93
DYMOS: A New Software for the Dynamic Identification of Structures 92
Stiffness contribution and damage index of infills in steel frames considering moderate earthquake-induced damage 91
Comparison of Condition Rating Systems for Bridges in Three European Countries 90
Modelling Strategies for the Updating of Infilled RC Building FEMs Considering the Construction Phases 88
The tracking of modal parameters for a reinforced concrete building during low-medium intensity earthquakes 87
First Applications and Results of the SHM of Residential Buildings in Italy 86
Impact of combined seismic and energy renovation works on the dynamics and damageability of infilled RC frame buildings 84
Vibration-Based Test Results for the Investigation of the Infill Masonry Wall Damage 84
Dynamic identification and vibration serviceability assessment of a wooden cable-stayed footbridge 77
Multi-dataset OMA and Finite Element Model Updating of Steel Observation Tower 76
Model Updating of Cultural Heritage Buildings Through Swarm Intelligence Algorithms 75
Operational modal analysis for supporting the retrofit design of bridges 72
Advancing bridge resilience: a review of monitoring technologies for flood-prone infrastructure 71
Shell-Based Finite Element Modeling of Herøysund Bridge in Norway 68
Experimental modal analysis and finite element model updating of a historical masonry arch bridge 58
Mode Shape Reconstruction Using Operational Modal Analysis of Stay Cables Load Cells Data 51
Experimental and Numerical Investigation of Historic Brickwork Masonry with Weak and Degraded Joints: Failure Mechanisms Under Compression and Shear 44
Continuous Dynamic Monitoring and Model-Based Damage Assessment of a RC Frame Building 36
A novel optimal sensor placement software for supporting the development of monitoring systems in civil engineering structures 34
Influence of epistemic uncertainties on the seismic vulnerability assessment of an existing RC building 30
Current State and Challenges of Road Bridges in Italy, Portugal, and Slovakia 30
Modal Identification of Buildings with Complex Geometry and Tested at Different Times 26
New software for dynamic identification and optimal sensor placement of civil structures and infrastructures 25
A study on the vibration serviceability performance of a new steel arch footbridge 22
Effects of vertical seismic component on base isolation systems: The case study of Castelluccio di Norcia 15
Totale 6.863
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Categoria #
all - tutte 29.173
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 29.173
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022283 7 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
2026/202730 30 0 0 0 0 0 0 0 0 0 0 0
Totale 6.863