SPINELLA, Nino
 Distribuzione geografica
Continente #
NA - Nord America 1.407
EU - Europa 1.172
AS - Asia 209
SA - Sud America 8
Continente sconosciuto - Info sul continente non disponibili 3
AF - Africa 2
Totale 2.801
Nazione #
US - Stati Uniti d'America 1.406
IE - Irlanda 399
SE - Svezia 288
CN - Cina 185
GB - Regno Unito 147
IT - Italia 98
UA - Ucraina 83
DE - Germania 54
FI - Finlandia 43
BE - Belgio 35
IN - India 17
RU - Federazione Russa 7
CZ - Repubblica Ceca 4
FR - Francia 4
NO - Norvegia 4
HK - Hong Kong 3
BG - Bulgaria 2
BR - Brasile 2
CL - Cile 2
CO - Colombia 2
EU - Europa 2
RO - Romania 2
UY - Uruguay 2
A2 - ???statistics.table.value.countryCode.A2??? 1
CA - Canada 1
EG - Egitto 1
ID - Indonesia 1
IL - Israele 1
IM - Isola di Man 1
IR - Iran 1
MA - Marocco 1
MY - Malesia 1
PT - Portogallo 1
Totale 2.801
Città #
Dublin 399
Chandler 282
Nyköping 236
Jacksonville 191
Ashburn 147
Lancaster 116
Beijing 84
Princeton 61
Ann Arbor 56
Des Moines 52
Medford 51
Cambridge 47
Dearborn 47
Brussels 35
Woodbridge 28
Jinan 25
Wilmington 24
Boardman 23
Norwalk 19
Messina 17
Pune 17
Houston 16
Reggio Calabria 16
Seattle 14
San Mateo 11
Hebei 9
Shenyang 9
Nanjing 7
Catania 6
Haikou 6
Nanchang 6
Ningbo 6
Rome 6
Auburn Hills 5
Nocera Inferiore 5
Washington 5
Brno 4
Civitanova Marche 4
Hangzhou 4
Latina 4
Los Angeles 4
Oslo 4
Taizhou 4
Zhengzhou 4
Guangzhou 3
Milan 3
New York 3
Pedara 3
Tianjin 3
Barranquilla 2
Grumo Appula 2
Helsinki 2
Hong Kong 2
Mogliano Veneto 2
Montevideo 2
Palermo 2
Saint Petersburg 2
San Martino Valle Caudina 2
Santiago 2
Shanghai 2
Siegen 2
São Paulo 2
Cairo 1
Calenzano 1
Changsha 1
Chongqing 1
Clearwater 1
Douglas 1
Edinburgh 1
Foggia 1
Fuzhou 1
Gostar 1
Hefei 1
Jakarta 1
Jiaxing 1
Johor Bahru 1
Lanzhou 1
Linda-a-velha 1
London 1
Man Kok 1
Miami 1
Naples 1
Novara 1
Paterno 1
Piacenza 1
Rabat 1
Redwood City 1
Stockholm 1
Tappahannock 1
Torino 1
Toronto 1
Viagrande 1
Wuhan 1
Totale 2.188
Nome #
A model for SFRC beams without shear reinforcement 92
Experimental in situ behaviour of unreinforced masonry elements retrofitted by pre-tensioned stainless steel ribbons 90
Experimental Tests and FEM Model for SFRC Beams Under Flexural and Shear Loads 88
RISULTATI SPERIMENTALI DI CILINDRI IN C.A. RINFORZATI CON FRCM E SOGGETTI A COMPRESSIONE MONOTONICA 84
Increasing the Capacity of Existing Bridges by Using Unbonded Prestressing Technology: A Case Study 76
Shear strength degradation due to flexural ductility demand in circular RC columns 71
Experimental Investigation on RC Beams Retrofitted in Flexure and Shear by Pretensioned Steel Ribbons 70
SHEAR STRENGTH DEGRADATION DUE TO FLEXURAL DUCTILITY DEMAND IN R.C. ELEMENTS 69
Rotating compression field model for reinforced concrete beams under prevalent shear actions 64
Bond behavior and ultimate capacity of notched concrete beams with externally-bonded FRP and PBO-FRCM systems under different environmental conditions 64
Shear capacity in concrete beams reinforced by stirrups with two different inclinations 64
A handy stress-strain model for FRP-confined concrete 62
Proposal of a Selection Criterium of Natural Accelerograms for NLRHA 61
Shear Strength Prediction by Modified Plasticity Theory for SFRC Beams 61
Experimental Tests and FEM Models for SFRC Beams under Flexural and Shear Loads 57
ELEMENTI IN CALCESTRUZZO CONFINATI CON FRCM ANALISI SPERIMENTALE PER CARICHI MONOTONICI 57
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: Full scale panels. 57
Experimental results of RC columns strengthnened with Fiber Reinforced Cementitious Mortars 55
Colonne in c.a. rinforzate con FRP con diverso livello di confinamento 54
SIMPLE PLASTIC MODEL FOR SHEAR CRITICAL SFRC BEAMS 54
Nuove Tecniche di Rinforzo ed Adeguamento per elementi in Calcestruzzo Armato 53
A Handy Stress-Strain Law for FRP Confined Concrete 53
Cyclic behavior of composite truss beam-to-RC column joints in MRFS 52
Nonlinear Analysis of Beams Reinforced in Shear with Stirrups and Steel Fibers 51
VALUTAZIONE SPERIMENTALE DELL’EFFICACIA DEL RINFORZO CAM SU TRAVI IN CEMENTO ARMATO 51
Effects of near-fault earthquakes on existing bridge performances 51
Shear Strength Prediction by Modified Plasticity Theory for SFRC Beams 50
Ductility of reinforced concrete members externally wrapped with fiber-reinforced polymer sheets 48
FINITE ELEMENT MODELING OF BEAMS UNDER PREVALENT SHEAR ACTIONS 48
Un Approccio Plastico per la Resistenza a Taglio di Elementi in SFRC Dotati di Staffe 47
Design procedure for prestressed concrete beams 47
Failure by corrosion in PC bridges: A case history of a viaduct in Italy 46
Non linear and linearized combination coefficients for modal pushover analysis 44
Increasing the shear capacity of reinforced concrete beams using pretensioned stainless steel ribbons 44
Un criterio di selezione dell’input sismico per l’analisi dinamica non lineare delle strutture 41
Concrete columns confined with fibre reinforced cementitious mortars: Experimentation and modelling 40
Experimental tests on corroded prestressed concrete beams subjected to transverse load 40
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: A full scale arch 39
Shear Strength Degradation due to Flexural Ductility Demand in R.C. Elements 39
N-M-χ interaction for arbitrary cross section under biaxial bending and axial load 37
Stress field model for strengthening of shear-flexure critical RC beams 36
Push-Over Analysis of RC Frame with Corroded Rebar 35
FORMULA DI PROGETTO PER LA RESISTENZA AL TAGLIO DI TRAVI IN SFRC BASATA SU MODELLI PLASTICI 34
The strengthening of masonry walls in seismic-prone areas with the CAM system: Experimental and numerical results 34
Failure analysis of corroded RC beams subjected to shear-flexural actions 33
Methods for Extending Life of Existing Bridges: A Case Study 32
Prove sperimentali su travi in c.a. rinforzate con metodo CAM: valutazione dei meccanismi di flessione (parte 2) 32
Previsione dell'efficacia del rinforzo di colonne in C.A. mediante fasciatura con FRP 31
Modeling of shear behavior of reinforced concrete beams strengthened with FRP 30
Shear resistance analytical evaluation for RC beams with transverse reinforcement with two different inclinations 30
Progetto INCAMMINO - Indagini sperimentali su elementi strutturali in muratura rinforzati con il CAM - 2013 29
Increasing the flexural capacity of RC beams using steel angles and pre-tensioned stainless steel ribbons 29
A Model for the Analysis of Ultimate Capacity of RC and PC Corroded Beams 27
Mechanical model for the shear strength of steel fiber reinforced concrete (SFRC) beams without stirrups 26
Shear strength of full-scale steel fibre-reinforced concrete beams without stirrups 24
Stress-Strain Law for Confined Concrete with Hardening or Softening Behavior 24
Load‐bearing capacity of Gerber saddles in existing bridge girders by different levels of numerical analysis 22
null 21
Push-over analysis of a rubble full-scale masonry wall reinforced with stainless steel ribbons 20
FLEXURAL CAPACITY OF CORRODED POST-TENSIONED CONCRETE BEAMS: LARGE SCALE TESTS AND NUMERICAL SIMULATION 20
Ultimate shear of RC beams with corroded stirrups and strengthened with FRP 18
Generalization of Shear Truss Model to the Case of SFRC Beams with Stirrups 13
Totale 2.871
Categoria #
all - tutte 9.186
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 9.186


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/201922 0 0 0 0 0 0 0 0 1 11 4 6
2019/2020337 48 21 3 22 2 43 40 38 7 59 50 4
2020/2021289 31 2 67 18 33 34 20 28 14 24 11 7
2021/2022361 4 23 4 15 6 3 47 13 3 5 104 134
2022/20231.126 79 79 64 100 80 93 6 70 500 10 34 11
2023/2024272 19 41 16 79 34 60 1 22 0 0 0 0
Totale 2.871