VENANZI, ILARIA
 Distribuzione geografica
Continente #
NA - Nord America 4.096
EU - Europa 4.022
AS - Asia 3.516
SA - Sud America 603
AF - Africa 87
Continente sconosciuto - Info sul continente non disponibili 8
OC - Oceania 8
Totale 12.340
Nazione #
US - Stati Uniti d'America 3.984
IT - Italia 1.619
SG - Singapore 1.596
IE - Irlanda 527
HK - Hong Kong 500
CN - Cina 454
BR - Brasile 447
RU - Federazione Russa 421
VN - Vietnam 349
UA - Ucraina 337
DE - Germania 224
FR - Francia 195
KR - Corea 136
FI - Finlandia 135
GB - Regno Unito 134
SE - Svezia 130
IN - India 98
NL - Olanda 66
TR - Turchia 66
BD - Bangladesh 65
AR - Argentina 55
CA - Canada 53
PL - Polonia 47
PK - Pakistan 31
BE - Belgio 30
JP - Giappone 30
MX - Messico 30
ES - Italia 28
ID - Indonesia 25
AT - Austria 24
ZA - Sudafrica 24
IQ - Iraq 23
CH - Svizzera 22
CO - Colombia 22
EC - Ecuador 20
UZ - Uzbekistan 18
IR - Iran 17
VE - Venezuela 16
PH - Filippine 15
CL - Cile 13
AE - Emirati Arabi Uniti 12
CZ - Repubblica Ceca 12
MA - Marocco 12
MY - Malesia 12
RO - Romania 11
SA - Arabia Saudita 11
PY - Paraguay 10
KE - Kenya 9
LB - Libano 8
LT - Lituania 8
UY - Uruguay 8
AL - Albania 7
AU - Australia 7
DZ - Algeria 7
EU - Europa 7
KZ - Kazakistan 7
ET - Etiopia 6
GR - Grecia 6
IL - Israele 6
JM - Giamaica 6
PE - Perù 6
PT - Portogallo 6
TN - Tunisia 6
BG - Bulgaria 5
BO - Bolivia 5
CR - Costa Rica 5
DK - Danimarca 5
AO - Angola 4
AZ - Azerbaigian 4
BY - Bielorussia 4
JO - Giordania 4
PS - Palestinian Territory 4
QA - Qatar 4
TH - Thailandia 4
BA - Bosnia-Erzegovina 3
EG - Egitto 3
GT - Guatemala 3
LV - Lettonia 3
NO - Norvegia 3
NP - Nepal 3
PA - Panama 3
SK - Slovacchia (Repubblica Slovacca) 3
SN - Senegal 3
TW - Taiwan 3
BH - Bahrain 2
BN - Brunei Darussalam 2
CI - Costa d'Avorio 2
GE - Georgia 2
GH - Ghana 2
HU - Ungheria 2
LU - Lussemburgo 2
LY - Libia 2
ME - Montenegro 2
OM - Oman 2
TT - Trinidad e Tobago 2
AF - Afghanistan, Repubblica islamica di 1
BB - Barbados 1
BW - Botswana 1
CG - Congo 1
CU - Cuba 1
Totale 12.321
Città #
Singapore 1.186
Dublin 512
Hong Kong 488
San Jose 432
Chandler 379
San Mateo 298
Ashburn 264
Jacksonville 186
Santa Clara 175
Boardman 170
Perugia 167
Seoul 133
Moscow 129
Dong Ket 123
Lauterbourg 123
Medford 115
Princeton 115
The Dalles 101
Beijing 91
Los Angeles 85
Rome 82
Altamura 80
Ann Arbor 76
Milan 76
Ho Chi Minh City 74
Wilmington 72
Andover 71
Lawrence 70
Munich 62
Hanoi 55
New York 55
Piscataway 48
Helsinki 43
São Paulo 41
Dallas 38
Warsaw 35
Saint Petersburg 31
Des Moines 30
Chicago 28
Orem 28
Frankfurt am Main 25
Izmir 24
Naples 24
Florence 23
Falls Church 22
Montreal 22
Bologna 20
Brussels 20
Brooklyn 19
Genoa 19
Norwalk 19
Falkenstein 18
Johannesburg 18
London 18
Tokyo 18
Chennai 17
San Francisco 17
Council Bluffs 16
Shanghai 16
Houston 15
Redwood City 15
Rio de Janeiro 15
Turku 15
Woodbridge 15
Ankara 14
Bari 14
Poplar 14
Haiphong 13
Padova 13
Amsterdam 12
Baghdad 12
Denver 12
Tianjin 12
Turin 12
Belo Horizonte 11
Boston 11
Curitiba 11
Hefei 11
Napoli 11
Nuremberg 11
San Paolo di Civitate 11
Seattle 11
Atlanta 10
Bergamo 10
Brescia 10
Columbus 10
Da Nang 10
Dhaka 10
Inzago 10
Padua 10
Stockholm 10
Zurich 10
Guangzhou 9
Guayaquil 9
Mexico City 9
Santiago 9
Tashkent 9
Venice 9
Verona 9
Bexley 8
Totale 7.204
Nome #
UNI EN 1991-3:2006 "Eurocodice 1 - Azioni sulle strutture - Parte 3: Azioni indotte da gru e da macchinari" 768
UNI EN 1991-4:2006 "Eurocodice 1 - Azioni sulle strutture - Parte 4: Azioni su silos e serbatoi" 356
UNI EN 1991-1-7:2006 "Eurocodice 1 - Azioni sulle strutture - Parte 1-7: Azioni in generale - Azioni eccezionali" 336
An Innovative Methodology for Online Surrogate-Based Model Updating of Historic Buildings Using Monitoring Data 189
UNI EN 1991-1-6:2005 "Eurocodice 1 - Azioni sulle strutture - Parte 1-6: Azioni in generale - Azioni durante la costruzione" 186
On the Use of SAR Data for Structural Monitoring of Bridges: The Case of Albiano-Magra Bridge in Italy 148
ENHANCED CONTINUOUS DYNAMIC MONITORING OF A COMPLEX MONUMENTAL PALACE THROUGH A LARGER SENSOR NETWORK 144
An innovative continuous Bayesian model updating method for base-isolated RC buildings using vibration monitoring data 142
Robust optimal design of tuned mass dampers for tall buildings with uncertain parameters 141
SEISMIC STRUCTURAL HEALTH MONITORING FOR REDUCING LIFE CYCLE COST OF ROAD BRIDGES 139
Optimization of a hybrid control system for wind-exposed tall buildings with uncertain mass distribution 126
Adaptive control strategies for active mass driver system with physical limitations 126
2° Workshop Problemi di Vibrazioni nelle Strutture Civili e nelle Costruzioni Meccaniche 125
An experimental setup for testing structural control strategies accounting for system constraints 123
Acrosswind aeroelastic response of square tall buildings: a semi-analytical approach based of wind tunnel tests on rigid models 121
A transfer Bayesian learning methodology for structural health monitoring of monumental structures 117
Autoencoders for unsupervised real-time bridge health assessment 116
Active Base Isolation of Museum Artifacts under Seismic Excitation 116
CONTINUOUS OMA FOR DAMAGE DETECTION AND LOCALIZATION IN THE SCIRI TOWER IN PERUGIA, ITALY 116
A new method for earthquake-induced damage identification in historic masonry towers combining OMA and IDA 116
Sulla valutazione della resistenza residua di strutture di c.a dopo l’esposizione all’incendio 114
An Automated Procedure for Assessing Local Reliability Index and Life-Cycle Cost of Alternative Girder Bridge Design Solutions 112
3° Workshop Problemi di Vibrazioni nelle Strutture Civili e nelle Costruzioni Meccaniche 111
Earthquake-induced damage localization in an historic masonry tower through long-term dynamic monitoring and FE model calibration 110
An enhanced nonlinear damping approach accounting for system constraints in active mass dampers 106
A method for structural monitoring of multispan bridges using satellite InSAR data with uncertainty quantification and its pre-collapse application to the Albiano-Magra Bridge in Italy 103
A simplified approach to the wind response analysis of cable-stayed masts 100
Monitoring-based post-earthquake damage localization in an historic masonry tower using novelty analysis and surrogate modeling 100
Analytical safety assessment of R.C. frames exposed to fire 98
Control-structure interaction effects in active mass driver systems with electric torsional servomotor 98
Seismic behaviour of isolate and aggregate masonry towers: The case study of the sciri tower in Perugia 98
Comportamento al fuoco di strutture iperstatiche di c.a. 97
A Bayesian-based data fusion methodology and its application for seismic structural health monitoring of the Consoli Palace in Gubbio, Italy 96
A Bayesian-based inspection-monitoring data fusion approach for historical buildings and its post-earthquake application to a monumental masonry palace 96
FULL SCALE DYNAMIC TESTING OF WALL PANEL CONNECTIONS FOR PRECAST INDUSTRIAL BUILDINGS 96
Active control of art objects subjected to seismic excitation 95
Life-Cycle Cost-Based Wind Design of Tall Buildings 93
Analisi della risposta torsionale di edifici alti esposti all’azione del vento 92
Exploiting multiple reference models for adaptive control of flexible structures 91
Proceedings of the XIV Conference of the Italian Association for Wind Engineering - IN-VENTO 2016 91
Multi-hazard loss analysis of tall buildings under wind and seismic loads 91
Confronto critico tra valutazione analitica e sperimentale della resistenza al fuoco di solai in cemento armato precompresso 89
Cost-Based Design of Nonstructural Elements for Tall Buildings under Extreme Wind Environments 89
Residual service life prediction for bridges undergoing slow landslide-induced movements combining satellite radar interferometry and numerical collapse simulation 88
Bayesian-Based Damage Assessment of Historical Structures Using Vibration Monitoring Data 88
Calibration of numerical models to support SHM: The consoli palace of Gubbio, Italy 88
Effects of the soil–structure interaction and seismic vertical component on the response of a concrete surge tank 87
Investigation on life-cycle damage cost of wind-excited tall buildings considering directionality effects 87
Comparison of surrogate models for handling uncertainties in SHM of historic buildings 87
The use of receiver operating characteristic curves and precision-versus-recall curves as performance metrics in unsupervised structural damage classification under changing environment 87
Life-cycle-cost optimization for the wind load design of tall buildings equipped with TMDs 84
Prove sperimentali di solai in calcestruzzo strutturale in confronto con la modellazione analitica 83
Natural frequencies of prestressed concrete beams: theoretical prediction and numerical validation 83
Considerations on the implementation and modeling of an active mass driver with electric torsional servomotor 83
Life-cycle damage-based cost analysis of tall buildings equipped with tuned mass dampers 83
Metamodel-based pattern recognition approach for real-time identification of earthquake-induced damage in historic masonry structures 83
Earthquake-Induced Damage Localization and Quantification in Historic Masonry Towers Using OMA and IDA 83
An Equivalent Frame Digital Twin for the Seismic Monitoring of Historic Structures: A Case Study on the Consoli Palace in Gubbio, Italy 81
A procedure for bridge visual inspections prioritisation in the context of preliminary risk assessment with limited information 81
Application of Bayesian FE model selection for SHM of a monumental masonry palace through semi-supervised learning 80
Monitoring-Informed Life-Cycle Cost Analysis of Deteriorating RC Bridges under Repeated Earthquake Loading 79
Modal identification of a prestressed concrete bridge through ambient vibration tests 79
Il ruolo dello smorzamento aerodinamico nella mitigazione delle vibrazioni di edifici alti 79
Fire performance assessment of HPLWC hollow core slabs through full-scale furnace testing 79
Wind loss estimation in tall buildings accounting for uncertainties in wind load and damage model characterization 79
A hybrid control strategy for the seismic retrofitting irregular RC buildings of irregular RC buildings 78
Life-cycle cost-based optimization of MTMDs for tall buildings under multiple hazards 78
Transfer learning in bridge monitoring: Laboratory study on domain adaptation for population-based SHM of multispan continuous girder bridges 77
Comportamento dinamico di edifici alti esposti all’azione del vento 77
Optimal design of an array of active tuned mass dampers for wind-exposed high-rise buildings 77
Fire performance of HPLWC hollow core slabs 76
Removable guyed mast for mobile phone networks: wind load modelling and structural response 76
A domain adaptation approach to damage classification with an application to bridge monitoring 75
Resistenza al fuoco di solai alveolari in calcestruzzo leggero ad alte prestazioni 75
Structural damage detection using dynamic response: state-of-the-art and prospects 75
Optimization of wind-excited tall buildings with Tuned Mass Dampers using Life-Cycle Intervention Cost Analysis 75
Wind-induced vibration mitigation of video screen rooms in high-rise buildings 75
The role of seismic hazard modeling on the simplified structural assessment of an existing concrete gravity dam 75
Life-cycle cost optimization of tuned mass dampers for tall buildings subjected to winds and earthquakes 74
A new methodology to prioritize Non-Destructive Evaluation based on risk conditions and costs assessment in the context of limited information 73
Experimental Modal Analysis for Assessing Prestress Force in PC Bridges: A Sensitivity Study 73
A Database-Assisted Design Approach for the Assessment of Wind Induced Torsional Effects on Tall Buildings 73
Assessment of the across-wind aeroelastic response of square tall buildings using aerodynamic testing and numerical modeling 73
Effects of control-structure interaction in active mass driver systems with electric torsional servomotor for seismic applications 73
Life-cycle management cost analysis of transportation bridges equipped with seismic structural health monitoring systems 72
DEEP NEURAL NETWORKS FOR UNSUPERVISED DAMAGE DETECTION ON THE Z24 BRIDGE 71
The effect of soil-foundation-structure interaction on the wind-induced response of tall buildings 70
ROC analysis-based optimal design of a spatio-temporal online seismic monitoring system for precast industrial buildings 70
A new methodology to prioritize non-destructive evaluation based on risk conditions and costs assessment in the context of limited information 69
Bayesian-Based Fusion of Monitoring Data and Visual Inspections in Monumental Structures 68
Ottimizzazione in campo dinamico di antenne strallate 68
Residual strength of R.C. buildings after a fire: a case study 68
Fatigue reliability assessment and life-cycle cost analysis of roadway bridges equipped with weigh-in-motion systems 68
Full scale investigations on the fire performance of HPLWC hollow core slabs 67
Optimal design of raw land sites for mobile phone networks 67
Wind response of cable-stayed masts 67
Multi-objective optimization of wind-excited structures 67
Influenza della modellazione dell'incendio sulla valutazione della sicurezza al fuoco in un edificio esistente in c.a. 66
Structural design for wind of tall buildings with non-coincident mass and elastic centers: a Database-Assisted Design approach 66
Robust and reliable optimization of wind-excited cable-stayed masts 66
Totale 10.366
Categoria #
all - tutte 54.096
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 54.096


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021150 0 0 0 0 0 0 0 0 0 0 0 150
2021/20221.081 17 185 19 25 80 23 61 286 31 77 128 149
2022/20231.487 123 256 20 97 91 146 19 49 601 21 40 24
2023/2024881 65 78 61 31 19 13 141 21 139 60 134 119
2024/20252.251 71 195 98 141 258 125 132 171 371 135 381 173
2025/20264.830 320 325 217 616 565 451 872 313 469 428 167 87
Totale 12.735