IRIS
RECUPERO, Antonino
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 4.872
EU - Europa 4.379
AS - Asia 2.813
SA - Sud America 1.372
AF - Africa 95
Continente sconosciuto - Info sul continente non disponibili 6
OC - Oceania 4
Totale 13.541
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 4.798
RU - Federazione Russa 1.452
SG - Singapore 1.398
BR - Brasile 1.190
IE - Irlanda 684
SE - Svezia 595
CN - Cina 563
IT - Italia 531
HK - Hong Kong 359
UA - Ucraina 283
DE - Germania 206
GB - Regno Unito 203
VN - Vietnam 168
FI - Finlandia 118
PL - Polonia 104
IN - India 60
AR - Argentina 59
FR - Francia 51
BD - Bangladesh 34
EC - Ecuador 34
TR - Turchia 33
MX - Messico 31
ZA - Sudafrica 31
BE - Belgio 27
CA - Canada 25
IQ - Iraq 25
MA - Marocco 20
VE - Venezuela 20
ID - Indonesia 19
AT - Austria 18
ES - Italia 18
JP - Giappone 18
CL - Cile 17
PE - Perù 17
UZ - Uzbekistan 17
CO - Colombia 16
DK - Danimarca 14
NL - Olanda 14
PY - Paraguay 12
KE - Kenya 11
IR - Iran 10
JO - Giordania 10
KR - Corea 10
PK - Pakistan 10
RO - Romania 8
TN - Tunisia 8
CH - Svizzera 7
KZ - Kazakistan 7
NP - Nepal 7
OM - Oman 7
KG - Kirghizistan 6
NO - Norvegia 6
AE - Emirati Arabi Uniti 5
BH - Bahrain 5
DZ - Algeria 5
EG - Egitto 5
GE - Georgia 5
GR - Grecia 5
HN - Honduras 5
LT - Lituania 5
PS - Palestinian Territory 5
TW - Taiwan 5
UY - Uruguay 5
AZ - Azerbaigian 4
BG - Bulgaria 4
CI - Costa d'Avorio 4
CZ - Repubblica Ceca 4
MY - Malesia 4
RS - Serbia 4
BW - Botswana 3
DO - Repubblica Dominicana 3
EU - Europa 3
IL - Israele 3
JM - Giamaica 3
PH - Filippine 3
SI - Slovenia 3
SN - Senegal 3
SV - El Salvador 3
AL - Albania 2
AM - Armenia 2
AO - Angola 2
AU - Australia 2
BO - Bolivia 2
BY - Bielorussia 2
GT - Guatemala 2
LA - Repubblica Popolare Democratica del Laos 2
LB - Libano 2
LV - Lettonia 2
MD - Moldavia 2
MK - Macedonia 2
NZ - Nuova Zelanda 2
QA - Qatar 2
XK - ???statistics.table.value.countryCode.XK??? 2
A2 - ???statistics.table.value.countryCode.A2??? 1
BN - Brunei Darussalam 1
CG - Congo 1
CR - Costa Rica 1
GA - Gabon 1
HR - Croazia 1
HU - Ungheria 1
Totale 13.532
Salva come PNG Salva come JPEG
Città #
Moscow 766
Ashburn 735
Dallas 700
Dublin 683
Singapore 532
Jacksonville 528
Chandler 516
Nyköping 452
Hong Kong 356
Beijing 240
Princeton 140
Los Angeles 131
Medford 131
Cambridge 113
Des Moines 109
Lancaster 109
Messina 106
Warsaw 98
São Paulo 83
The Dalles 74
Ho Chi Minh City 67
Dearborn 66
Buffalo 64
Ann Arbor 60
Boardman 57
Rio de Janeiro 45
New York 40
Wilmington 39
Catania 34
Hanoi 34
Woodbridge 30
Redondo Beach 28
Jinan 27
Munich 25
Tianjin 25
Norwalk 24
Seattle 24
Belo Horizonte 23
Pune 23
Council Bluffs 22
Houston 22
Rome 22
San Mateo 22
Milan 20
Reggio Calabria 19
Brussels 17
Frankfurt am Main 17
Vienna 17
Brasília 15
Brooklyn 15
Curitiba 15
Johannesburg 15
Santa Clara 15
Tashkent 15
Tokyo 15
Guarulhos 14
Hebei 14
Porto Alegre 14
Shenyang 14
Sorocaba 13
Baghdad 12
Betim 12
Denver 12
Guangzhou 12
Boston 11
Chicago 11
Hangzhou 11
Nairobi 11
Poplar 11
Santo André 11
Amman 10
Campinas 10
Montreal 10
Palermo 10
Quito 10
Ribeirão Preto 10
Salvador 10
Secaucus 10
Stockholm 10
Turin 10
Goiânia 9
Jakarta 9
Juiz de Fora 9
London 9
Mexico City 9
Nanjing 9
San Jose 9
Santiago 9
Ankara 8
Bologna 8
Contagem 8
Dong Ket 8
Florianópolis 8
Haikou 8
Lima 8
Manaus 8
Ningbo 8
Shanghai 8
Uberlândia 8
Atlanta 7
Totale 8.070
Salva come PNG Salva come JPEG
Nome #
AUDACI SISTEMI DI VARO PER PONTI A CONCI CONIUGATI: IL VIADOTTO CANNETO SULL'AUTOSTRADA MESSINA-PALERMO 207
FORMULA DI PROGETTO PER LA RESISTENZA AL TAGLIO DI TRAVI IN SFRC BASATA SU MODELLI PLASTICI 204
A model for SFRC beams without shear reinforcement 195
Experimental Investigation on RC Beams Retrofitted in Flexure and Shear by Pretensioned Steel Ribbons 176
Bond behavior and ultimate capacity of notched concrete beams with externally-bonded FRP and PBO-FRCM systems under different environmental conditions 172
BEF Analogy for Concrete Box Girder Analysis of Bridges 163
Experimental in situ behaviour of unreinforced masonry elements retrofitted by pre-tensioned stainless steel ribbons 160
A Combined Experimental-Numerical Framework for Assessing the Load-Bearing Capacity of Existing PC Bridge Decks Accounting for Corrosion of Prestressing Strands 158
Behavior of Nonlinearly Restrained Slender Bridge Piers 153
Bending moment-shear force interaction domains for prestressed concrete beams 153
Autostrada Messina-Palermo: un audace sistema di varo per il Viadotto Canneto 152
Analisi matriciale non lineare per la trave di Vlasov 148
Analisi Aleatoria di Ponti con Sistemi di Protezione Passiva Soggetti ad Azioni Sismiche Spettro Compatibili 146
A mixed approach for determination of initial cable forces in cable-stayed bridges and the parameters variability 146
Construction sequence analysis of long-span cable-stayed bridges 146
ADEGUAMENTO STATICO MEDIANTE PRECOMPRESSIONE ESTERNA DEL PONTE FERROVIARIO SUL TERDOPPIO 142
ELEMENTI IN CALCESTRUZZO CONFINATI CON FRCM ANALISI SPERIMENTALE PER CARICHI MONOTONICI 142
Effects of near-fault earthquakes on existing bridge performances 138
Bending-Shear interaction domains for externally prestressed concrete girders 137
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: Full scale panels. 135
Experimental characterization of the frcm-concrete interface bond behavior assisted by digital image correlation 134
A Proposal for a General N-M-V Design Method 129
Experimental results of RC columns strengthnened with Fiber Reinforced Cementitious Mortars 128
Quality control and safety assessment of prestressed concrete bridge decks through combined field tests and numerical simulation 128
An experimental and theoretical study of rail irregularities andtheir effects on railway bridge dynamics 127
Design procedure for prestressed concrete beams 120
Assessment and strengthening of reinforced concrete bridges with half-joint deterioration 119
Increasing the Capacity of Existing Bridges by Using Unbonded Prestressing Technology: A Case Study 117
Shear strength degradation due to flexural ductility demand in circular RC columns 116
Analytic Back Calculation of Debris Flow Damage Incurred to a Masonry Building: The Case of Scaletta Zanclea 2009 Event 116
M-V Interaction Effects in Externally Prestressed Segmental Bridges 115
SHEAR STRENGTH DEGRADATION DUE TO FLEXURAL DUCTILITY DEMAND IN R.C. ELEMENTS 113
Experimental tests on corroded prestressed concrete beams subjected to transverse load 112
Il collasso di un viadotto in c.a.p. in Sicilia 110
Concrete columns confined with fibre reinforced cementitious mortars: Experimentation and modelling 109
Issues in identifying damage progression in corroded post tensioned concrete beams under flexural loads by Acoustic Emission technique 109
Failure behaviour of post tensioned concrete beams with different corrosion damage in prestressing tendons 108
Il Collasso di un Viadotto in C.A.P. in Sicilia 107
A Model for the Analysis of Ultimate Capacity of RC and PC Corroded Beams 106
Riflessione diacronica sulla vulnerabilità sismica del patrimonio edilizio storico messinese 104
Puentes de Hormigon con Sección Cajón: Interacción en las Almas Entre el Esfuerzo Cortante y los Momentos de Flexión Transversal 104
Case studies of corroded reinforced concrete bridges in Southern Italy 104
Precompressione Esterna nei Ponti 103
Interazione Taglio-Flessione trasversale nelle anime dei ponti a cassone in c.a./c.a.p. 102
Strain Sharing Assessment in Woven Fiber Reinforced Concrete Beams Using Fiber Bragg Grating Sensors 101
N-M-V interaction domains for box and I-shaped reinforced concrete members 99
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: A full scale arch 99
Experimental Investigation on the Bond Behavior of FRCM-Concrete Interface via Digital Image Correlation 99
Modelos de Interacción Esfuerzo Cortante – Momento Flector para el Diseño del Refuerzo de Vigas de Hormigón Armado con FRP 97
Numerical modelling of FRCM materials using augmented-FEM 94
VALUTAZIONE SPERIMENTALE DELL’EFFICACIA DEL RINFORZO CAM SU TRAVI IN CEMENTO ARMATO 93
Shear capacity in concrete beams reinforced by stirrups with two different inclinations 93
Shear Strength Prediction by Modified Plasticity Theory for SFRC Beams 93
Seismic vulnerability assessment of reinforced concrete bridge piers with corroded bars 92
Interazione tra azione assiale, momento flettente e taglio nelle strutture in c.a. 92
Nuove Tecniche di Rinforzo ed Adeguamento per elementi in Calcestruzzo Armato 91
Collasso di Solette da Ponte per Punzonamento ed Utilizzo di SNFRC nel Ripristino 91
SIMPLE PLASTIC MODEL FOR SHEAR CRITICAL SFRC BEAMS 91
Recenti sviluppi nei metodi di analisi strutturale per la valutazione della vulnerabilità sismica degli edifici 91
Domini N-M-V di sezioni circolari in conglomerato cementizio armato 89
Failure by corrosion in PC bridges: A case history of a viaduct in Italy 89
Mechanical model for the shear strength of steel fiber reinforced concrete (SFRC) beams without stirrups 89
Shear-flexure interaction of RC elements strengthened with FRP sheets 88
Shear and torsion design of structures prestressed with unbonded tendons 87
NUOVE TECNOLOGIE PER LA VALUTAZIONE DEL DEGRADO E PER IL CONTROLLO DI STRUTTURE IN CALCESTRUZZO ARMATO PRECOMPRESSO 87
A web platform for management and analysis of existing bridges 86
FINITE ELEMENT MODELING OF BEAMS UNDER PREVALENT SHEAR ACTIONS 86
Increasing the shear capacity of reinforced concrete beams using pretensioned stainless steel ribbons 86
Fenomeni di Fatica negli Stralli da Ponte:Studio dei Dispositivi di Protezione 85
Creep Effects and Stress Adjustments in Cable-Stayed Bridges with Concrete Deck 85
La Sequenza di Tesatura nella Costruzione dei Ponti Strallati con Impalcato Misto Acciaio-Calcestruzzo 85
Methods for Extending Life of Existing Bridges: A Case Study 85
Debris flow damage incurred to buildings: An in situ back analysis 85
Rotating compression field model for reinforced concrete beams under prevalent shear actions 84
Non linearità geometrica per la trave-colonna di Eulero-Bernoulli 83
Shear Strength Prediction by Modified Plasticity Theory for SFRC Beams 83
Seismic Analysis of Steel Frames with a Viscoelastic Model of Semi-rigid Connections 82
Taglio nel c.a. in presenza di armature d'anima longitudinali e trasversali 82
Shear-Flexure Interaction of r.c. Circular Columns Strengthened with FRP Seets 82
Effetti di degrado nell'interazione N-M-V per elementi in c.a. soggettiad azione ciclica di natura sismica 81
Il Ripristino di Solette di Viadotti Autostrali 81
Structural health monitoring of reinforced concrete beams by means of embedded fiber Bragg grating sensors 81
Shear resistance analytical evaluation for RC beams with transverse reinforcement with two different inclinations 81
Fatigue analysis induced by vibrations in stay-cables subjected to along wind turbulence component 80
Shear-Transverse Bending Interaction in the Webs of R.C./P.R.C. Box Bridges 78
Interaction between longitudinal shear and transverse bending in prestressed concrete box girders 78
Collasso di Travi in c.a. per Taglio e Utilizzo di FRCM per l'Adeguamento 77
Influence of corrosion of prestressed reinforcement on the flexure-shear interaction 77
Serviceability behaviour of PC structures by probabilistic and fuzzy probabilistic approaches 77
Un Approccio Plastico per la Resistenza a Taglio di Elementi in SFRC Dotati di Staffe 77
Stress field model for strengthening of shear-flexure critical RC beams 77
Un nuovo metodo costruttivo per viadotti 76
Experimental and numerical investigation on PC beams with artificially corroded post-tensioned tendons 75
Serviceability and Ultimate Safety Checks of Segmental Concrete Bridges through N-M and M-V Interaction Domains 75
Rheological and Mechanical Properties of Self CompactingConcrete with Pumice Powder 74
Progetto INCAMMINO - Indagini sperimentali su elementi strutturali in muratura rinforzati con il CAM - 2013 73
Effect of rheological parameter uncertainties on bridge design 72
Shear-Transverse Bending Interaction in the Webs of R.C./P.R.C. Box Girder 71
Increasing the flexural capacity of RC beams using steel angles and pre-tensioned stainless steel ribbons 71
Stralli soggetti all'azione eolica: efficacia dei dispositivi di protezione 70
Totale 10.639
Salva come PNG Salva come JPEG
Categoria #
all - tutte 47.429
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 47.429
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021441 0 0 0 0 0 97 35 99 56 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
2025/20264.473 328 569 735 584 704 1.553 0 0 0 0 0 0
Totale 13.758