UniSa - IRIS Institutional Research Information System

Francavilla, Antonella Bianca
 Distribuzione geografica
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Continente #
AS - Asia 4.492
NA - Nord America 1.839
EU - Europa 902
SA - Sud America 257
AF - Africa 38
OC - Oceania 11
Continente sconosciuto - Info sul continente non disponibili 1
Totale 7.540
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Nazione #
HK - Hong Kong 3.417
US - Stati Uniti d'America 1.796
SG - Singapore 535
IT - Italia 326
CN - Cina 255
BR - Brasile 211
RU - Federazione Russa 210
VN - Vietnam 109
UA - Ucraina 53
GB - Regno Unito 50
IE - Irlanda 47
DE - Germania 44
TR - Turchia 44
SE - Svezia 39
KR - Corea 37
IN - India 27
NL - Olanda 26
CA - Canada 25
AR - Argentina 23
JP - Giappone 18
PL - Polonia 17
MX - Messico 15
AT - Austria 14
FI - Finlandia 12
NZ - Nuova Zelanda 11
ZA - Sudafrica 11
BD - Bangladesh 8
CO - Colombia 8
IQ - Iraq 8
CZ - Repubblica Ceca 7
EG - Egitto 7
ES - Italia 7
FR - Francia 7
LT - Lituania 7
PK - Pakistan 7
RO - Romania 7
BE - Belgio 6
HR - Croazia 6
PT - Portogallo 6
TN - Tunisia 6
MA - Marocco 4
PY - Paraguay 4
VE - Venezuela 4
BG - Bulgaria 3
EC - Ecuador 3
ID - Indonesia 3
IR - Iran 3
UZ - Uzbekistan 3
AE - Emirati Arabi Uniti 2
JO - Giordania 2
KE - Kenya 2
LV - Lettonia 2
NO - Norvegia 2
QA - Qatar 2
SN - Senegal 2
TW - Taiwan 2
AL - Albania 1
AZ - Azerbaigian 1
BB - Barbados 1
BF - Burkina Faso 1
BO - Bolivia 1
BW - Botswana 1
CG - Congo 1
CH - Svizzera 1
CI - Costa d'Avorio 1
CR - Costa Rica 1
DZ - Algeria 1
EU - Europa 1
IL - Israele 1
IS - Islanda 1
JM - Giamaica 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
SR - Suriname 1
SY - Repubblica araba siriana 1
UY - Uruguay 1
ZW - Zimbabwe 1
Totale 7.540
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Città #
Hong Kong 3.408
Ann Arbor 279
Singapore 277
Chandler 192
Dallas 141
Princeton 136
Ashburn 129
Woodbridge 85
Houston 62
Jacksonville 56
Moscow 56
Beijing 50
Salerno 47
Dublin 46
Wilmington 36
Ho Chi Minh City 34
Izmir 34
Los Angeles 30
Naples 26
New York 26
São Paulo 23
Andover 22
London 22
The Dalles 21
Nanjing 19
Dong Ket 18
Munich 17
Boardman 16
Pellezzano 16
Warsaw 16
Brooklyn 15
Amsterdam 14
Columbus 14
Milan 14
Montreal 14
Santa Clara 14
Hanoi 13
Washington 13
Council Bluffs 11
Denver 11
Fairfield 11
Norwalk 11
Nuremberg 11
Phoenix 10
Redwood City 10
Stockholm 10
Tokyo 10
Napoli 9
Shanghai 9
Fisciano 8
Johannesburg 8
Pune 8
San Francisco 8
San Jose 8
Torino 8
Boston 7
Poplar 7
Rome 7
Seattle 7
Acerra 6
Brno 6
Chicago 6
Guangzhou 6
Hebei 6
Hefei 6
Liège 6
Mercato San Severino 6
Mexico City 6
Nanchang 6
Palermo 6
Rio de Janeiro 6
San Mango Piemonte 6
Seoul 6
Auckland 5
Belo Horizonte 5
Da Nang 5
Haiphong 5
Jiaxing 5
Mumbai 5
Orem 5
Tanta 5
Vienna 5
Ankara 4
Biên Hòa 4
Changsha 4
Dalmine 4
Ferrandina 4
Manchester 4
Samobor 4
Tunis 4
Turin 4
Asunción 3
Atlanta 3
Augusta 3
Baghdad 3
Barnsley 3
Brusciano 3
Bắc Ninh 3
Campinas 3
Can Tho 3
Totale 5.832
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Nome #
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.135
Cracks Classification using Acoustic Emission Technique on a Reinforced Concrete Beam 908
Association between obesity and frequency of high-grade prostate cancer on biopsy in men: A single-center retrospective study 610
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 364
Short-Term Associations between Morbidity and Air Pollution in Metropolitan Area of Monterrey, Mexico 291
Critical issues in parametric calibration of cyclic models for steel members 191
An Application of ARIMA modelling to air pollution concentrations during covid pandemic in Italy 174
Simplified finite element analysis of bolted Tstub connection components 163
2D FEM model for predicting the ultimate behaviour of bolted T-stubs 149
Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints 139
Experimental analysis of friction material for Free from Damage connections 128
Bolted T-stubs: A refined model for flange and bolt fracture modes 120
A REFINED THEORETICAL MODEL FOR PREDICTING THE ULTIMATE BEHAVIOUR OF BOLTED T-STUBS 114
Monotonic behaviour of bolted T-stubs: a refined theoretical model for flange yirlding and bolt fracture failure mode 107
Development and validation of design criteria for free from damage steel joints 101
Reliable calibration of cyclic models for steel members 100
Design of full-strength full-ductility extended end-plate beam-to-column joints 98
Experimental behaviour of base plate joints equipped with self-centering system and friction dampers 93
Cyclic behaviour of friction materials for FREEDAM connections 91
SEISMIC DESIGN OF FULL STRENGTH AND FULL DUCTILITY BEAM-COLUMN CONNECTIONS 84
Design of steel moment resisting frames for real scale pseudodynamic tests 82
FREEDAM CONNECTIONS: CONCEPTION, TESTING AND BEHAVIOUR UNDER SEISMIC ACTIONS 81
Acoustic Emissions Detection and Analysis during a 4 Points Bending Test on a Reinforced Concrete Beam 81
On the robustness of earthquake-resistant moment-resistant frames: influence of innovative beam-to-column joints 80
Application of the Harmonica Index for noise assessment in different spatial contexts 80
Standardised friction damper bolt assemblies time-related relaxation and installed tension variability 79
Geo-crowdsourced sound level data in support of the community facilities planning. A methodological proposal 78
Design criteria for beam-to-column connections equipped with friction devices 76
Application of Machine Learning to Include Honking Effect in Vehicular Traffic Noise Prediction 75
Seismic design of full-strength full-ductility extended endplate beam-to-column joints 72
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 70
Influence of beam-to-column joints on the robustness of earthquake-resistant moment-resistant frames 70
Localization of the Structural Damage of Prestressed Reinforced Concrete Beam through Acoustic Emission Technique 65
Application of Anti-seismic Devices with Metal Foam Core for the Retrofitting of an Existing Steel Structure 60
Experimental response of a large-scale two-storey steel building equipped with low-yielding friction joints 57
Preliminary study of a seismic-resilient steel pilot building equipped with low-damage connections 57
Cyclic response of low yielding connections using different friction materials 54
Predicting daily water tank level fluctuations by using ARIMA model. A case study 54
Pseudo-dynamic testing of a full-scale two-storey steel building with RBS connections 51
Experimental assessment of the hysteretic response of resilient low-damage friction joints with different Belleville disk springs configurations 50
On the robustness of earthquake-resistant moment-resistant frames: Influence of innovative beam-to-column joints 49
Erdbebenbemessung von Stahlkonstruktionen mit beschädigungsfreien Anschlüssen 46
Open-source software tools for strategic noise mapping: A case study 44
Ultimate behaviour of bolted T-stubs under large displacements: A mechanical model 43
STRENGTH OF CONNECTIONS BETWEEN SHS COLUMNS AND THROUGH PLATES 43
Physical Agents Quality Index (PAQI): Application in a University Campus 42
Dimensionamiento Sísmico de Estructuras Metálicas con Uniones Libres de Daño 41
Mechanical Modelling of the Strength and Stiffness of Circular Hollow Section Tube under Localised Transverse Compression and Tension 41
Cyclic Response of Welded T-joints Between SHS Profiles and Through-All Plates 39
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Seismic Design of Steel Structures with FREE from DAMage Steel Connections 38
Progettazione sismica di strutture in acciaio con collegamenti FREE from DAMage 37
The design of a real-scale steel moment-resisting frame for pseudo-dynamic earthquake testing 37
Optimization of the pre-loading procedure for high-strength bolts of FREEDAM connections 36
Preliminary Numerical Study of a Steel Concentrically Braced Frame Equipped with Dissipative Braces and Self-centring Column Bases 34
Conception Sismique de Structures en Acier avec des Assemblages sans Dommages 34
Experimental Behaviour of Friction Joints with Different Bolting Assemblies and Disk Springs Layout 33
Seismic behaviour of steel Moment Resisting Frames with traditional and innovative connections 33
Návrh ocelových konstrukcí se styčníky FREE from DAMage 32
Hasar Yalıtımlı Birleşimlere Sahip Çelik Yapıların Sismik Tasarımı 32
Seismic behavior of moment-resisting frames with conventional and innovative connections 31
Stiffness of Welded T-joints Between SHS Profiles and Through Plates 30
POTRESNOODPORNO PROJEKTIRANJE JEKLENIH KONSTRUKCIJ S SIPANJEM V SPOJIH BREZ POŠKODB 29
Stiffness and Strength of Square Hollow Section Tubes under Localised Transverse Actions 27
Proiectarea seismică a structurilor metalice cu îmbinări rezistente la avarii FREEDAM 26
Prototype Test of Resilient Friction Materials for Seismic Dampers 23
Seismic Response of a Large-Scale Steel Structure with Dissipative Double Split Tee Connections 23
Seismic behaviour of a steel moment resisting frame structure featuring hourglass double split tee joints 22
Seismisch Ontwerp van Staalconstructies met FREE from DAMage verbindingen 22
Ultimate behaviour of bolted beam-to-column connections in large rotations 22
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Experimental and numerical analyses of steel-concrete composite floors 22
Wire Breaking Acoustic Signal Experimental Detection and Analysis for Non-Destructive Testing and Structural Health Monitoring in Prestressed Reinforced Concrete Beams 19
ПРОЕКТИРАНЕ ЗА СЕИЗМИЧНИ ВЪЗДЕЙСТВИЯ НА СТОМАНЕНИ КОНСТРУКЦИИ С ВЪЗЛИ БЕЗ ОСТАТЪЧНИ ПОВРЕДИ 17
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Αντισεισμικός σχεδιασμός χαλύβδινων κατασκευών με συνδέσεις FREEDAM 16
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Robustness and seismic behaviour of structures equipped with traditional and innovative beam-to-column connections 3
Totale 7.690
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Categoria #
all - tutte 26.168
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 26.168
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021122 0 0 0 0 0 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
2025/20264.672 1.705 1.110 990 293 420 154 0 0 0 0 0 0
Totale 7.690