IRIS
RECUPERO, Antonino
 Distribuzione geografica
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Continente #
EU - Europa 6.103
NA - Nord America 5.462
AS - Asia 3.480
SA - Sud America 1.448
AF - Africa 123
Continente sconosciuto - Info sul continente non disponibili 6
OC - Oceania 5
Totale 16.627
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Nazione #
US - Stati Uniti d'America 5.377
RU - Federazione Russa 2.946
SG - Singapore 1.698
BR - Brasile 1.230
CN - Cina 741
IE - Irlanda 686
SE - Svezia 596
IT - Italia 566
HK - Hong Kong 380
UA - Ucraina 283
VN - Vietnam 227
DE - Germania 221
GB - Regno Unito 214
FR - Francia 197
FI - Finlandia 118
PL - Polonia 104
IN - India 85
AR - Argentina 76
BD - Bangladesh 44
TR - Turchia 40
IQ - Iraq 38
EC - Ecuador 37
ZA - Sudafrica 36
MX - Messico 35
BE - Belgio 27
CA - Canada 27
JP - Giappone 24
MA - Marocco 24
VE - Venezuela 24
ES - Italia 23
ID - Indonesia 22
NL - Olanda 22
CO - Colombia 20
PE - Perù 20
AT - Austria 19
CL - Cile 19
UZ - Uzbekistan 19
KE - Kenya 17
DK - Danimarca 15
PK - Pakistan 14
PY - Paraguay 13
TN - Tunisia 13
JO - Giordania 12
NP - Nepal 11
PH - Filippine 11
IR - Iran 10
KR - Corea 10
OM - Oman 9
AE - Emirati Arabi Uniti 8
RO - Romania 8
SA - Arabia Saudita 8
CH - Svizzera 7
KZ - Kazakistan 7
MY - Malesia 7
EG - Egitto 6
GE - Georgia 6
JM - Giamaica 6
KG - Kirghizistan 6
NO - Norvegia 6
PS - Palestinian Territory 6
TW - Taiwan 6
AZ - Azerbaigian 5
BH - Bahrain 5
CI - Costa d'Avorio 5
DZ - Algeria 5
GR - Grecia 5
HN - Honduras 5
LT - Lituania 5
UY - Uruguay 5
BG - Bulgaria 4
BO - Bolivia 4
CZ - Repubblica Ceca 4
IL - Israele 4
RS - Serbia 4
AO - Angola 3
BW - Botswana 3
BY - Bielorussia 3
DO - Repubblica Dominicana 3
ET - Etiopia 3
EU - Europa 3
LB - Libano 3
MD - Moldavia 3
NZ - Nuova Zelanda 3
PT - Portogallo 3
QA - Qatar 3
SI - Slovenia 3
SN - Senegal 3
SV - El Salvador 3
AL - Albania 2
AM - Armenia 2
AU - Australia 2
GA - Gabon 2
GT - Guatemala 2
HU - Ungheria 2
KH - Cambogia 2
LA - Repubblica Popolare Democratica del Laos 2
LV - Lettonia 2
MK - Macedonia 2
XK - ???statistics.table.value.countryCode.XK??? 2
A2 - ???statistics.table.value.countryCode.A2??? 1
Totale 16.612
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Città #
Ashburn 974
Moscow 972
Singapore 723
Dallas 703
Dublin 685
Jacksonville 528
Chandler 516
Nyköping 452
Hong Kong 377
Beijing 253
San Jose 187
The Dalles 154
Princeton 140
Los Angeles 133
Medford 131
Lauterbourg 128
Messina 118
Cambridge 113
Des Moines 110
Lancaster 109
Warsaw 98
São Paulo 86
Ho Chi Minh City 85
Dearborn 66
Buffalo 65
Ann Arbor 60
Boardman 57
Hanoi 49
Rio de Janeiro 46
New York 45
Wilmington 39
Catania 37
Tianjin 31
Woodbridge 30
Redondo Beach 28
Council Bluffs 27
Jinan 27
Santa Clara 26
Munich 25
Seattle 25
Belo Horizonte 24
Frankfurt am Main 24
Norwalk 24
Guangzhou 23
Pune 23
Rome 23
Houston 22
San Mateo 22
Milan 20
Baghdad 19
Reggio Calabria 19
Shenzhen 19
Orem 18
Tokyo 18
Vienna 18
Brooklyn 17
Brussels 17
Shanghai 17
Tashkent 17
Curitiba 16
Johannesburg 16
Brasília 15
Guarulhos 15
Nairobi 15
Denver 14
Hebei 14
Porto Alegre 14
Shenyang 14
Betim 13
Hangzhou 13
Sorocaba 13
Chicago 12
Montreal 12
Palermo 12
Ribeirão Preto 12
Amman 11
Boston 11
Chennai 11
Poplar 11
Santiago 11
Santo André 11
Turin 11
Amsterdam 10
Campinas 10
Cape Town 10
Jakarta 10
London 10
Mexico City 10
Nanjing 10
Quito 10
Salvador 10
Secaucus 10
Stockholm 10
Dhaka 9
Goiânia 9
Juiz de Fora 9
Lima 9
New Delhi 9
Phoenix 9
Ankara 8
Totale 9.311
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Nome #
AUDACI SISTEMI DI VARO PER PONTI A CONCI CONIUGATI: IL VIADOTTO CANNETO SULL'AUTOSTRADA MESSINA-PALERMO 247
A model for SFRC beams without shear reinforcement 229
Experimental Investigation on RC Beams Retrofitted in Flexure and Shear by Pretensioned Steel Ribbons 219
Bond behavior and ultimate capacity of notched concrete beams with externally-bonded FRP and PBO-FRCM systems under different environmental conditions 213
FORMULA DI PROGETTO PER LA RESISTENZA AL TAGLIO DI TRAVI IN SFRC BASATA SU MODELLI PLASTICI 212
A Combined Experimental-Numerical Framework for Assessing the Load-Bearing Capacity of Existing PC Bridge Decks Accounting for Corrosion of Prestressing Strands 211
BEF Analogy for Concrete Box Girder Analysis of Bridges 194
Behavior of Nonlinearly Restrained Slender Bridge Piers 190
Experimental in situ behaviour of unreinforced masonry elements retrofitted by pre-tensioned stainless steel ribbons 189
Effects of near-fault earthquakes on existing bridge performances 186
A mixed approach for determination of initial cable forces in cable-stayed bridges and the parameters variability 184
Bending moment-shear force interaction domains for prestressed concrete beams 181
Autostrada Messina-Palermo: un audace sistema di varo per il Viadotto Canneto 180
Analisi Aleatoria di Ponti con Sistemi di Protezione Passiva Soggetti ad Azioni Sismiche Spettro Compatibili 175
Analisi matriciale non lineare per la trave di Vlasov 175
ADEGUAMENTO STATICO MEDIANTE PRECOMPRESSIONE ESTERNA DEL PONTE FERROVIARIO SUL TERDOPPIO 174
ELEMENTI IN CALCESTRUZZO CONFINATI CON FRCM ANALISI SPERIMENTALE PER CARICHI MONOTONICI 170
Experimental characterization of the frcm-concrete interface bond behavior assisted by digital image correlation 168
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: Full scale panels. 166
Construction sequence analysis of long-span cable-stayed bridges 166
An experimental and theoretical study of rail irregularities andtheir effects on railway bridge dynamics 165
A Proposal for a General N-M-V Design Method 163
Quality control and safety assessment of prestressed concrete bridge decks through combined field tests and numerical simulation 163
Assessment and strengthening of reinforced concrete bridges with half-joint deterioration 161
Bending-Shear interaction domains for externally prestressed concrete girders 161
Experimental results of RC columns strengthnened with Fiber Reinforced Cementitious Mortars 156
Design procedure for prestressed concrete beams 152
Experimental tests on corroded prestressed concrete beams subjected to transverse load 148
Issues in identifying damage progression in corroded post tensioned concrete beams under flexural loads by Acoustic Emission technique 148
Analytic Back Calculation of Debris Flow Damage Incurred to a Masonry Building: The Case of Scaletta Zanclea 2009 Event 147
Increasing the Capacity of Existing Bridges by Using Unbonded Prestressing Technology: A Case Study 145
Concrete columns confined with fibre reinforced cementitious mortars: Experimentation and modelling 144
Shear strength degradation due to flexural ductility demand in circular RC columns 142
A Model for the Analysis of Ultimate Capacity of RC and PC Corroded Beams 141
Failure behaviour of post tensioned concrete beams with different corrosion damage in prestressing tendons 141
Experimental Investigation on the Bond Behavior of FRCM-Concrete Interface via Digital Image Correlation 139
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: A full scale arch 134
Il collasso di un viadotto in c.a.p. in Sicilia 133
Case studies of corroded reinforced concrete bridges in Southern Italy 132
Il Collasso di un Viadotto in C.A.P. in Sicilia 131
M-V Interaction Effects in Externally Prestressed Segmental Bridges 130
SHEAR STRENGTH DEGRADATION DUE TO FLEXURAL DUCTILITY DEMAND IN R.C. ELEMENTS 129
SIMPLE PLASTIC MODEL FOR SHEAR CRITICAL SFRC BEAMS 118
Precompressione Esterna nei Ponti 117
Riflessione diacronica sulla vulnerabilità sismica del patrimonio edilizio storico messinese 117
Strain Sharing Assessment in Woven Fiber Reinforced Concrete Beams Using Fiber Bragg Grating Sensors 117
Mechanical model for the shear strength of steel fiber reinforced concrete (SFRC) beams without stirrups 116
A web platform for management and analysis of existing bridges 115
Analytical and experimental procedure for in situ stress measurements in prestressed concrete structures 115
Numerical modelling of FRCM materials using augmented-FEM 115
Puentes de Hormigon con Sección Cajón: Interacción en las Almas Entre el Esfuerzo Cortante y los Momentos de Flexión Transversal 114
Seismic vulnerability assessment of reinforced concrete bridge piers with corroded bars 113
Increasing the shear capacity of reinforced concrete beams using pretensioned stainless steel ribbons 113
Shear Strength Prediction by Modified Plasticity Theory for SFRC Beams 111
N-M-V interaction domains for box and I-shaped reinforced concrete members 110
Interazione Taglio-Flessione trasversale nelle anime dei ponti a cassone in c.a./c.a.p. 109
Modelos de Interacción Esfuerzo Cortante – Momento Flector para el Diseño del Refuerzo de Vigas de Hormigón Armado con FRP 109
Recenti sviluppi nei metodi di analisi strutturale per la valutazione della vulnerabilità sismica degli edifici 107
Fatigue analysis induced by vibrations in stay-cables subjected to along wind turbulence component 107
Debris flow damage incurred to buildings: An in situ back analysis 107
Shear capacity in concrete beams reinforced by stirrups with two different inclinations 107
VALUTAZIONE SPERIMENTALE DELL’EFFICACIA DEL RINFORZO CAM SU TRAVI IN CEMENTO ARMATO 105
Nuove Tecniche di Rinforzo ed Adeguamento per elementi in Calcestruzzo Armato 104
NUOVE TECNOLOGIE PER LA VALUTAZIONE DEL DEGRADO E PER IL CONTROLLO DI STRUTTURE IN CALCESTRUZZO ARMATO PRECOMPRESSO 104
Seismic Analysis of Steel Frames with a Viscoelastic Model of Semi-rigid Connections 102
Interazione tra azione assiale, momento flettente e taglio nelle strutture in c.a. 102
Subclinical Atrial Fibrillation on Prolonged ECG Holter Monitoring: Results from the Multicenter Real-World SAFARI (Silent Atrial Fibrillation ANCE-Sicily Research Initiative) Study 101
Domini N-M-V di sezioni circolari in conglomerato cementizio armato 101
Collasso di Solette da Ponte per Punzonamento ed Utilizzo di SNFRC nel Ripristino 101
Creep Effects and Stress Adjustments in Cable-Stayed Bridges with Concrete Deck 101
Structural health monitoring of reinforced concrete beams by means of embedded fiber Bragg grating sensors 101
Failure by corrosion in PC bridges: A case history of a viaduct in Italy 101
Stress field model for strengthening of shear-flexure critical RC beams 101
Experimental and numerical investigation on PC beams with artificially corroded post-tensioned tendons 99
Rotating compression field model for reinforced concrete beams under prevalent shear actions 98
Fenomeni di Fatica negli Stralli da Ponte:Studio dei Dispositivi di Protezione 96
Influence of corrosion of prestressed reinforcement on the flexure-shear interaction 96
Shear-flexure interaction of RC elements strengthened with FRP sheets 96
Shear and torsion design of structures prestressed with unbonded tendons 96
FINITE ELEMENT MODELING OF BEAMS UNDER PREVALENT SHEAR ACTIONS 96
Methods for Extending Life of Existing Bridges: A Case Study 96
Serviceability and Ultimate Safety Checks of Segmental Concrete Bridges through N-M and M-V Interaction Domains 96
Shear Strength Prediction by Modified Plasticity Theory for SFRC Beams 95
Interaction between longitudinal shear and transverse bending in prestressed concrete box girders 95
Non linearità geometrica per la trave-colonna di Eulero-Bernoulli 94
Shear resistance analytical evaluation for RC beams with transverse reinforcement with two different inclinations 93
La Sequenza di Tesatura nella Costruzione dei Ponti Strallati con Impalcato Misto Acciaio-Calcestruzzo 92
Partial Elastic Scheme Method in Cantilever Construction of Concrete Arch Bridges 92
Effetti di degrado nell'interazione N-M-V per elementi in c.a. soggettiad azione ciclica di natura sismica 91
Taglio nel c.a. in presenza di armature d'anima longitudinali e trasversali 91
Il Ripristino di Solette di Viadotti Autostrali 91
Rheological and Mechanical Properties of Self CompactingConcrete with Pumice Powder 90
Shear-Transverse Bending Interaction in the Webs of R.C./P.R.C. Box Bridges 88
Un Approccio Plastico per la Resistenza a Taglio di Elementi in SFRC Dotati di Staffe 88
Ultimate Strength of Reinforced Concrete Circular Members Subjected to Axial Force, Bending Moment and Shear Force 88
Collasso di Travi in c.a. per Taglio e Utilizzo di FRCM per l'Adeguamento 87
Shear-Flexure Interaction of r.c. Circular Columns Strengthened with FRP Seets 86
Serviceability behaviour of PC structures by probabilistic and fuzzy probabilistic approaches 85
Progetto INCAMMINO - Indagini sperimentali su elementi strutturali in muratura rinforzati con il CAM - 2013 85
Effetti del interazione M-N-V nelle colonne in c.a. soggette ad azione sismica 84
Totale 12.879
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Categoria #
all - tutte 52.558
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 52.558
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021154 0 0 0 0 0 0 0 0 0 95 28 31
2021/2022773 5 67 13 32 20 2 72 37 7 20 199 299
2022/20232.147 168 131 124 213 138 211 32 122 862 28 79 39
2023/2024733 33 116 31 160 67 146 2 46 4 42 20 66
2024/20253.119 38 31 55 147 178 62 64 770 829 143 260 542
2025/20267.565 328 569 735 584 704 1.685 933 835 880 312 0 0
Totale 16.850