RECUPERO, Antonino
 Distribuzione geografica
Continente #
EU - Europa 197
NA - Nord America 40
SA - Sud America 25
AS - Asia 21
OC - Oceania 2
AF - Africa 1
Totale 286
Nazione #
IT - Italia 137
US - Stati Uniti d'America 32
IE - Irlanda 29
PE - Perù 20
VN - Vietnam 14
PA - Panama 6
PL - Polonia 6
FR - Francia 5
EC - Ecuador 4
GB - Regno Unito 3
AU - Australia 2
CZ - Repubblica Ceca 2
EE - Estonia 2
ES - Italia 2
GR - Grecia 2
MX - Messico 2
MY - Malesia 2
NL - Olanda 2
AT - Austria 1
CO - Colombia 1
DE - Germania 1
IN - India 1
JP - Giappone 1
LT - Lituania 1
LV - Lettonia 1
PK - Pakistan 1
RU - Federazione Russa 1
SE - Svezia 1
SG - Singapore 1
TR - Turchia 1
UA - Ucraina 1
ZA - Sudafrica 1
Totale 286
Città #
Dublin 29
Messina 27
Rome 21
Lima 14
Catania 8
Ashburn 7
Dong Ket 6
Warsaw 6
Siracusa 5
Council Bluffs 4
Ho Chi Minh City 4
Manduria 4
Bolton 3
Milan 3
Arequipa 2
Brescia 2
Fleming Island 2
Foggia 2
Guayaquil 2
Hanoi 2
Madrid 2
Palazzolo Acreide 2
Parma 2
Pedara 2
Qui Nhon 2
Quito 2
Ravenna 2
Sindi 2
Trujillo 2
Ampang 1
Ann Arbor 1
Ardea 1
Athens 1
Bahawalpur 1
Beşiktaş 1
Boardman 1
Boquete 1
Caltagirone 1
Canberra 1
Carini 1
Casier 1
Chicago 1
Duluth 1
Florence 1
Frankfurt am Main 1
Guwahati 1
Hartberg 1
Lancaster 1
Limena 1
Medellín 1
Melbourne 1
Monza 1
Naples 1
New York 1
Orangeburg 1
Paris 1
Pesaro 1
Pescara 1
Pisa 1
Piscataway 1
Ponte Nossa 1
Pontedera 1
Porto Sant'Elpidio 1
Pretoria 1
Remington 1
Riga 1
San Mateo 1
Sezze 1
Skudai 1
Stockholm 1
Torino 1
Treviso 1
Turin 1
Veracruz 1
Totale 216
Nome #
A Combined Experimental-Numerical Framework for Assessing the Load-Bearing Capacity of Existing PC Bridge Decks Accounting for Corrosion of Prestressing Strands, file de3e52b5-23c6-762d-e053-3705fe0a30e0 58
Puentes de Hormigon con Sección Cajón: Interacción en las Almas Entre el Esfuerzo Cortante y los Momentos de Flexión Transversal, file de3e52b1-33dc-762d-e053-3705fe0a30e0 52
A mixed approach for determination of initial cable forces in cable-stayed bridges and the parameters variability, file de3e52b0-83cf-762d-e053-3705fe0a30e0 43
Strain Sharing Assessment in Woven Fiber Reinforced Concrete Beams Using Fiber Bragg Grating Sensors, file de3e52b0-3563-762d-e053-3705fe0a30e0 26
Riflessione diacronica sulla vulnerabilità sismica del patrimonio edilizio storico messinese, file de3e52b1-11c6-762d-e053-3705fe0a30e0 19
Experimental characterization of the frcm-concrete interface bond behavior assisted by digital image correlation, file de3e52b4-ec14-762d-e053-3705fe0a30e0 12
Prove sperimentali su travi in c.a. rinforzate con metodo CAM: valutazione dei meccanismi di flessione (parte 2), file de3e52b3-c82d-762d-e053-3705fe0a30e0 9
Ultimate Strength of Reinforced Concrete Circular Members Subjected to Axial Force, Bending Moment and Shear Force, file de3e52ae-dd03-762d-e053-3705fe0a30e0 7
DOMINI DI INTERAZIONE N-M E M-V NEI PONTI A CONCI COSTRUITI PER SBALZI SUCCESSIVI, file de3e52ae-ef63-762d-e053-3705fe0a30e0 5
STRUCTURAL ANALYSIS OF CABLE-STAYED STRUCTURES IN THE CONSTRUCTION SEQUENCE OF BRIDGES BUILT BY CANTILEVERING, file de3e52b1-3790-762d-e053-3705fe0a30e0 5
Serviceability and Ultimate Safety Checks of Segmental Concrete Bridges through N-M and M-V Interaction Domains, file de3e52af-5672-762d-e053-3705fe0a30e0 4
Riflessione diacronica sulla vulnerabilità sismica del patrimonio edilizio storico messinese, file de3e52b1-11c5-762d-e053-3705fe0a30e0 4
Shear strength degradation due to flexural ductility demand in circular RC columns, file de3e52ae-9fa6-762d-e053-3705fe0a30e0 3
Debris flow damage incurred to buildings: An in situ back analysis, file de3e52b1-5f2d-762d-e053-3705fe0a30e0 3
SHEAR STRENGTH DEGRADATION DUE TO FLEXURAL DUCTILITY DEMAND IN R.C. ELEMENTS, file de3e52ae-a034-762d-e053-3705fe0a30e0 2
Rotating compression field model for reinforced concrete beams under prevalent shear actions, file de3e52ae-da03-762d-e053-3705fe0a30e0 2
Bending-Shear interaction domains for externally prestressed concrete girders, file de3e52ae-f8c7-762d-e053-3705fe0a30e0 2
Increasing the shear capacity of reinforced concrete beams using pretensioned stainless steel ribbons, file de3e52b1-0038-762d-e053-3705fe0a30e0 2
Increasing the flexural capacity of RC beams using steel angles and pre-tensioned stainless steel ribbons, file de3e52b1-06da-762d-e053-3705fe0a30e0 2
Experimental tests on corroded prestressed concrete beams subjected to transverse load, file de3e52b3-1583-762d-e053-3705fe0a30e0 2
Quality and durability of bridges in Italy, file de3e52b4-eab3-762d-e053-3705fe0a30e0 2
Increasing the Capacity of Existing Bridges by Using Unbonded Prestressing Technology: A Case Study, file de3e52ae-a08b-762d-e053-3705fe0a30e0 1
Experimental Investigation on RC Beams Retrofitted in Flexure and Shear by Pretensioned Steel Ribbons, file de3e52ae-a093-762d-e053-3705fe0a30e0 1
Shear Resistance of R/C Beams Provided with Differently-Inclined Transverse Reinforcement, file de3e52ae-d455-762d-e053-3705fe0a30e0 1
Structural health monitoring of reinforced concrete beams by means of embedded fiber Bragg grating sensors, file de3e52ae-e05a-762d-e053-3705fe0a30e0 1
Partial Elastic Scheme Method in Cantilever Construction of Concrete Arch Bridges, file de3e52ae-e363-762d-e053-3705fe0a30e0 1
Experimental results of RC columns strengthnened with Fiber Reinforced Cementitious Mortars, file de3e52ae-e66f-762d-e053-3705fe0a30e0 1
VALUTAZIONE SPERIMENTALE DELL’EFFICACIA DEL RINFORZO CAM SU TRAVI IN CEMENTO ARMATO, file de3e52ae-eee7-762d-e053-3705fe0a30e0 1
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: Full scale panels., file de3e52ae-f2d8-762d-e053-3705fe0a30e0 1
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: A full scale arch, file de3e52ae-f2d9-762d-e053-3705fe0a30e0 1
Non-linear Correlation Coefficients for pushover analysis, file de3e52ae-f88b-762d-e053-3705fe0a30e0 1
Expanding the classic moment-curvature relation by a new perspective onto its axial strain, file de3e52ae-f956-762d-e053-3705fe0a30e0 1
Shear Strength Degradation due to Flexural Ductility Demand in R.C. Elements, file de3e52af-5a9c-762d-e053-3705fe0a30e0 1
Physical model for structural evaluation of R.C. beams in presence of corrosion, file de3e52af-6355-762d-e053-3705fe0a30e0 1
Failure by corrosion in PC bridges: A case history of a viaduct in Italy, file de3e52b0-88f1-762d-e053-3705fe0a30e0 1
Fatigue analysis induced by vibrations in stay-cables subjected to along wind turbulence component, file de3e52b0-8a65-762d-e053-3705fe0a30e0 1
Stressing sequence of steel cable-stayed bridges built by cantilevering, file de3e52b0-8a66-762d-e053-3705fe0a30e0 1
Stress field model for strengthening of shear-flexure critical RC beams, file de3e52b1-39ff-762d-e053-3705fe0a30e0 1
Construction sequence analysis of long-span cable-stayed bridges, file de3e52b1-e98d-762d-e053-3705fe0a30e0 1
Failure analysis of corroded RC beams subjected to shear-flexural actions, file de3e52b1-f27b-762d-e053-3705fe0a30e0 1
Numerical modelling of FRCM materials using augmented-FEM, file de3e52b3-1e28-762d-e053-3705fe0a30e0 1
Evaluation of web reinforcements in prestressed concrete box girders through shear-transverse bending domains, file de3e52b3-c290-762d-e053-3705fe0a30e0 1
The strengthening of masonry walls in seismic-prone areas with the CAM system: Experimental and numerical results, file de3e52b3-cca5-762d-e053-3705fe0a30e0 1
Case studies of corroded reinforced concrete bridges in Southern Italy, file de3e52b4-e93d-762d-e053-3705fe0a30e0 1
Failure behaviour of post tensioned concrete beams with different corrosion damage in prestressing tendons, file de3e52b5-014e-762d-e053-3705fe0a30e0 1
Influence of axial force and corrosion on failure of prestressed concrete structures considering M-V interaction, file de3e52b5-2f37-762d-e053-3705fe0a30e0 1
Quality control and safety assessment of prestressed concrete bridge decks through combined field tests and numerical simulation, file de3e52b5-68bd-762d-e053-3705fe0a30e0 1
Totale 290
Categoria #
all - tutte 566
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 566


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/202021 0 0 0 0 0 0 0 0 6 0 0 15
2020/202168 5 3 6 1 11 2 2 11 9 2 4 12
2021/202225 0 1 2 2 7 2 3 2 0 1 1 4
2022/202380 1 1 0 3 3 8 8 9 31 5 8 3
2023/202465 8 1 4 24 11 4 11 2 0 0 0 0
Totale 290