Francavilla, Antonella Bianca
 Distribuzione geografica
Continente #
AS - Asia 4.098
NA - Nord America 1.733
EU - Europa 876
SA - Sud America 229
AF - Africa 24
OC - Oceania 11
Continente sconosciuto - Info sul continente non disponibili 1
Totale 6.972
Nazione #
HK - Hong Kong 3.407
US - Stati Uniti d'America 1.704
IT - Italia 321
SG - Singapore 274
RU - Federazione Russa 208
CN - Cina 205
BR - Brasile 198
VN - Vietnam 58
UA - Ucraina 52
IE - Irlanda 47
GB - Regno Unito 46
TR - Turchia 44
DE - Germania 41
KR - Corea 37
SE - Svezia 36
NL - Olanda 26
IN - India 24
CA - Canada 19
AT - Austria 14
AR - Argentina 13
JP - Giappone 13
FI - Finlandia 12
PL - Polonia 12
NZ - Nuova Zelanda 11
MX - Messico 8
BD - Bangladesh 7
CO - Colombia 7
CZ - Repubblica Ceca 7
FR - Francia 7
LT - Lituania 7
RO - Romania 7
BE - Belgio 6
EG - Egitto 6
HR - Croazia 6
PK - Pakistan 6
PT - Portogallo 6
TN - Tunisia 6
ES - Italia 5
IQ - Iraq 5
ZA - Sudafrica 4
EC - Ecuador 3
IR - Iran 3
PY - Paraguay 3
BG - Bulgaria 2
LV - Lettonia 2
MA - Marocco 2
NO - Norvegia 2
QA - Qatar 2
TW - Taiwan 2
AE - Emirati Arabi Uniti 1
AL - Albania 1
BB - Barbados 1
BF - Burkina Faso 1
BO - Bolivia 1
BW - Botswana 1
CH - Svizzera 1
DZ - Algeria 1
EU - Europa 1
ID - Indonesia 1
IS - Islanda 1
JM - Giamaica 1
KE - Kenya 1
KH - Cambogia 1
KW - Kuwait 1
KZ - Kazakistan 1
LA - Repubblica Popolare Democratica del Laos 1
LB - Libano 1
MY - Malesia 1
PE - Perù 1
RS - Serbia 1
SA - Arabia Saudita 1
SN - Senegal 1
SR - Suriname 1
SY - Repubblica araba siriana 1
UY - Uruguay 1
UZ - Uzbekistan 1
VE - Venezuela 1
ZW - Zimbabwe 1
Totale 6.972
Città #
Hong Kong 3.398
Ann Arbor 279
Chandler 192
Dallas 141
Princeton 136
Singapore 129
Ashburn 102
Woodbridge 85
Houston 60
Jacksonville 56
Moscow 55
Salerno 47
Dublin 46
Beijing 38
Wilmington 36
Izmir 34
Los Angeles 29
Naples 26
Andover 22
São Paulo 20
London 19
Nanjing 19
New York 19
Dong Ket 18
Munich 17
Boardman 16
Pellezzano 16
Amsterdam 14
Columbus 14
Ho Chi Minh City 14
Milan 14
Washington 13
Brooklyn 12
The Dalles 12
Warsaw 12
Council Bluffs 11
Fairfield 11
Norwalk 11
Nuremberg 11
Santa Clara 11
Phoenix 10
Redwood City 10
Montreal 9
Napoli 9
Denver 8
Fisciano 8
Pune 8
San Francisco 8
Shanghai 8
Torino 8
Boston 7
Poplar 7
Stockholm 7
Tokyo 7
Acerra 6
Brno 6
Hebei 6
Hefei 6
Liège 6
Mercato San Severino 6
Nanchang 6
Palermo 6
Rio de Janeiro 6
Rome 6
San Mango Piemonte 6
Seattle 6
Seoul 6
Auckland 5
Belo Horizonte 5
Guangzhou 5
Jiaxing 5
Tanta 5
Vienna 5
Ankara 4
Changsha 4
Chicago 4
Dalmine 4
Ferrandina 4
Hanoi 4
Samobor 4
San Jose 4
Tunis 4
Turin 4
Atlanta 3
Barnsley 3
Brusciano 3
Campinas 3
Chennai 3
Grumo Nevano 3
Haiphong 3
Kyiv 3
Manchester 3
Mexico City 3
Mumbai 3
Perugia 3
Porto Alegre 3
Recife 3
Tappahannock 3
Asunción 2
Augusta 2
Totale 5.526
Nome #
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.125
Cracks Classification using Acoustic Emission Technique on a Reinforced Concrete Beam 902
Association between obesity and frequency of high-grade prostate cancer on biopsy in men: A single-center retrospective study 603
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 357
Short-Term Associations between Morbidity and Air Pollution in Metropolitan Area of Monterrey, Mexico 287
Critical issues in parametric calibration of cyclic models for steel members 180
An Application of ARIMA modelling to air pollution concentrations during covid pandemic in Italy 164
Simplified finite element analysis of bolted Tstub connection components 159
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 139
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 128
Experimental analysis of friction material for Free from Damage connections 115
Bolted T-stubs: A refined model for flange and bolt fracture modes 107
Monotonic behaviour of bolted T-stubs: a refined theoretical model for flange yirlding and bolt fracture failure mode 102
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 100
Development and validation of design criteria for free from damage steel joints 93
Reliable calibration of cyclic models for steel members 93
Design of full-strength full-ductility extended end-plate beam-to-column joints 88
Experimental behaviour of base plate joints equipped with self-centering system and friction dampers 86
Cyclic behaviour of friction materials for FREEDAM connections 85
SEISMIC DESIGN OF FULL STRENGTH AND FULL DUCTILITY BEAM-COLUMN CONNECTIONS 79
On the robustness of earthquake-resistant moment-resistant frames: influence of innovative beam-to-column joints 76
Design of steel moment resisting frames for real scale pseudodynamic tests 73
Acoustic Emissions Detection and Analysis during a 4 Points Bending Test on a Reinforced Concrete Beam 72
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 70
Seismic design of full-strength full-ductility extended endplate beam-to-column joints 70
Application of the Harmonica Index for noise assessment in different spatial contexts 70
Standardised friction damper bolt assemblies time-related relaxation and installed tension variability 70
Design criteria for beam-to-column connections equipped with friction devices 68
PRELIMINARY ANALYSIS AND DESIGN OF AN EXPERIMENTAL FACILITY FOR THE PSEUDODYNAMIC EARTHQUAKE TEST OF A REAL SCALE STEEL MOMENT RESISTING FRAME WITH PARTIAL STRENGTH JOINT 67
Application of Machine Learning to Include Honking Effect in Vehicular Traffic Noise Prediction 67
Geo-crowdsourced sound level data in support of the community facilities planning. A methodological proposal 66
Influence of beam-to-column joints on the robustness of earthquake-resistant moment-resistant frames 64
Localization of the Structural Damage of Prestressed Reinforced Concrete Beam through Acoustic Emission Technique 57
Application of Anti-seismic Devices with Metal Foam Core for the Retrofitting of an Existing Steel Structure 53
Preliminary study of a seismic-resilient steel pilot building equipped with low-damage connections 50
Predicting daily water tank level fluctuations by using ARIMA model. A case study 48
Experimental response of a large-scale two-storey steel building equipped with low-yielding friction joints 46
Cyclic response of low yielding connections using different friction materials 46
Pseudo-dynamic testing of a full-scale two-storey steel building with RBS connections 45
On the robustness of earthquake-resistant moment-resistant frames: Influence of innovative beam-to-column joints 43
Ultimate behaviour of bolted T-stubs under large displacements: A mechanical model 41
null 39
Open-source software tools for strategic noise mapping: A case study 39
Erdbebenbemessung von Stahlkonstruktionen mit beschädigungsfreien Anschlüssen 37
Seismic Design of Steel Structures with FREE from DAMage Steel Connections 35
STRENGTH OF CONNECTIONS BETWEEN SHS COLUMNS AND THROUGH PLATES 35
Physical Agents Quality Index (PAQI): Application in a University Campus 34
Dimensionamiento Sísmico de Estructuras Metálicas con Uniones Libres de Daño 33
Experimental assessment of the hysteretic response of resilient low-damage friction joints with different Belleville disk springs configurations 33
The design of a real-scale steel moment-resisting frame for pseudo-dynamic earthquake testing 33
Mechanical Modelling of the Strength and Stiffness of Circular Hollow Section Tube under Localised Transverse Compression and Tension 30
Seismic behaviour of steel Moment Resisting Frames with traditional and innovative connections 29
Optimization of the pre-loading procedure for high-strength bolts of FREEDAM connections 29
Progettazione sismica di strutture in acciaio con collegamenti FREE from DAMage 28
Experimental Behaviour of Friction Joints with Different Bolting Assemblies and Disk Springs Layout 26
Preliminary Numerical Study of a Steel Concentrically Braced Frame Equipped with Dissipative Braces and Self-centring Column Bases 24
Conception Sismique de Structures en Acier avec des Assemblages sans Dommages 24
Cyclic Response of Welded T-joints Between SHS Profiles and Through-All Plates 24
Návrh ocelových konstrukcí se styčníky FREE from DAMage 23
Seismic behavior of moment-resisting frames with conventional and innovative connections 23
Stiffness of Welded T-joints Between SHS Profiles and Through Plates 23
Hasar Yalıtımlı Birleşimlere Sahip Çelik Yapıların Sismik Tasarımı 22
null 22
Proiectarea seismică a structurilor metalice cu îmbinări rezistente la avarii FREEDAM 22
POTRESNOODPORNO PROJEKTIRANJE JEKLENIH KONSTRUKCIJ S SIPANJEM V SPOJIH BREZ POŠKODB 20
Seismic Response of a Large-Scale Steel Structure with Dissipative Double Split Tee Connections 20
Seismic behaviour of a steel moment resisting frame structure featuring hourglass double split tee joints 19
Experimental and numerical analyses of steel-concrete composite floors 19
Seismisch Ontwerp van Staalconstructies met FREE from DAMage verbindingen 18
null 17
Stiffness and Strength of Square Hollow Section Tubes under Localised Transverse Actions 15
Prototype Test of Resilient Friction Materials for Seismic Dampers 15
Ultimate behaviour of bolted beam-to-column connections in large rotations 14
Αντισεισμικός σχεδιασμός χαλύβδινων κατασκευών με συνδέσεις FREEDAM 13
ПРОЕКТИРАНЕ ЗА СЕИЗМИЧНИ ВЪЗДЕЙСТВИЯ НА СТОМАНЕНИ КОНСТРУКЦИИ С ВЪЗЛИ БЕЗ ОСТАТЪЧНИ ПОВРЕДИ 12
null 7
null 7
Wire Breaking Acoustic Signal Experimental Detection and Analysis for Non-Destructive Testing and Structural Health Monitoring in Prestressed Reinforced Concrete Beams 5
Totale 7.122
Categoria #
all - tutte 24.640
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 24.640


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021153 0 0 0 0 31 13 26 1 37 5 10 30
2021/2022268 15 9 2 10 1 9 4 10 40 21 44 103
2022/2023460 37 40 8 62 53 96 3 46 80 9 14 12
2023/2024323 22 28 27 7 26 78 17 7 6 16 18 71
2024/2025979 18 24 39 56 58 106 200 52 161 65 122 78
2025/20264.104 1.705 1.110 990 293 6 0 0 0 0 0 0 0
Totale 7.122