IRIS
SPINELLA, Nino
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 2.234
AS - Asia 1.305
EU - Europa 1.302
SA - Sud America 587
AF - Africa 37
Continente sconosciuto - Info sul continente non disponibili 3
OC - Oceania 3
Totale 5.471
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 2.209
SG - Singapore 670
BR - Brasile 515
IE - Irlanda 349
SE - Svezia 293
CN - Cina 290
HK - Hong Kong 171
GB - Regno Unito 162
IT - Italia 140
UA - Ucraina 88
DE - Germania 73
VN - Vietnam 63
RU - Federazione Russa 54
FI - Finlandia 46
FR - Francia 34
IN - India 25
AR - Argentina 21
EC - Ecuador 18
BE - Belgio 17
ZA - Sudafrica 13
BD - Bangladesh 12
IQ - Iraq 11
MX - Messico 11
CO - Colombia 10
PL - Polonia 10
VE - Venezuela 10
CA - Canada 9
JP - Giappone 9
TR - Turchia 8
CL - Cile 6
AT - Austria 5
EG - Egitto 5
KE - Kenya 5
MA - Marocco 5
NO - Norvegia 5
UY - Uruguay 5
AE - Emirati Arabi Uniti 4
BG - Bulgaria 4
ES - Italia 4
ID - Indonesia 4
NL - Olanda 4
NP - Nepal 4
OM - Oman 4
TN - Tunisia 4
UZ - Uzbekistan 4
KG - Kirghizistan 3
TW - Taiwan 3
AU - Australia 2
AZ - Azerbaigian 2
CZ - Repubblica Ceca 2
DZ - Algeria 2
EU - Europa 2
GE - Georgia 2
HN - Honduras 2
JO - Giordania 2
MY - Malesia 2
PK - Pakistan 2
PT - Portogallo 2
RO - Romania 2
SA - Arabia Saudita 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AL - Albania 1
AO - Angola 1
BH - Bahrain 1
BY - Bielorussia 1
CI - Costa d'Avorio 1
DO - Repubblica Dominicana 1
GT - Guatemala 1
HR - Croazia 1
HU - Ungheria 1
IL - Israele 1
IM - Isola di Man 1
IR - Iran 1
KW - Kuwait 1
KZ - Kazakistan 1
LB - Libano 1
LT - Lituania 1
MD - Moldavia 1
NZ - Nuova Zelanda 1
PE - Perù 1
PH - Filippine 1
PS - Palestinian Territory 1
PY - Paraguay 1
RS - Serbia 1
SN - Senegal 1
SV - El Salvador 1
Totale 5.471
Salva come PNG Salva come JPEG
Città #
Dublin 349
Dallas 326
Ashburn 305
Chandler 282
Nyköping 236
Singapore 207
Jacksonville 191
Hong Kong 170
Beijing 118
Lancaster 116
Princeton 61
Ann Arbor 56
Los Angeles 55
Des Moines 52
Medford 51
Cambridge 47
Dearborn 47
Messina 39
São Paulo 35
The Dalles 33
Woodbridge 28
Ho Chi Minh City 26
Jinan 25
Boardman 24
Wilmington 24
Buffalo 20
Redondo Beach 20
Rio de Janeiro 20
Houston 19
New York 19
Norwalk 19
Moscow 18
Brussels 17
Pune 17
Seattle 17
Reggio Calabria 16
Brasília 14
Hanoi 14
San Mateo 11
Frankfurt am Main 10
Hebei 9
Santa Clara 9
Shenyang 9
Tianjin 9
Warsaw 9
Belo Horizonte 8
Catania 8
Nanjing 8
Tokyo 8
Betim 7
Denver 7
Johannesburg 7
Brooklyn 6
Council Bluffs 6
Haikou 6
Juiz de Fora 6
Nanchang 6
Ningbo 6
Palermo 6
Rome 6
Sorocaba 6
Zhengzhou 6
Auburn Hills 5
Bologna 5
Boston 5
Columbus 5
Curitiba 5
Nairobi 5
Nocera Inferiore 5
Santiago 5
Santo André 5
Stockholm 5
Washington 5
Atlanta 4
Bogotá 4
Carapicuíba 4
Chennai 4
Civitanova Marche 4
Guangzhou 4
Hangzhou 4
Jundiaí 4
Latina 4
Montevideo 4
Munich 4
Orem 4
Oslo 4
Porto Alegre 4
Recife 4
Ribeirão Preto 4
Roubaix 4
Taizhou 4
Tashkent 4
Vienna 4
Acireale 3
Amsterdam 3
Anápolis 3
Aracaju 3
Baghdad 3
Bauru 3
Bishkek 3
Totale 3.468
Salva come PNG Salva come JPEG
Nome #
FORMULA DI PROGETTO PER LA RESISTENZA AL TAGLIO DI TRAVI IN SFRC BASATA SU MODELLI PLASTICI 196
A model for SFRC beams without shear reinforcement 180
Experimental Investigation on RC Beams Retrofitted in Flexure and Shear by Pretensioned Steel Ribbons 161
Bond behavior and ultimate capacity of notched concrete beams with externally-bonded FRP and PBO-FRCM systems under different environmental conditions 153
Experimental Tests and FEM Model for SFRC Beams Under Flexural and Shear Loads 145
Experimental in situ behaviour of unreinforced masonry elements retrofitted by pre-tensioned stainless steel ribbons 144
A Handy Stress-Strain Law for FRP Confined Concrete 127
ELEMENTI IN CALCESTRUZZO CONFINATI CON FRCM ANALISI SPERIMENTALE PER CARICHI MONOTONICI 127
Effects of near-fault earthquakes on existing bridge performances 126
A handy stress-strain model for FRP-confined concrete 124
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: Full scale panels. 121
RISULTATI SPERIMENTALI DI CILINDRI IN C.A. RINFORZATI CON FRCM E SOGGETTI A COMPRESSIONE MONOTONICA 116
Experimental results of RC columns strengthnened with Fiber Reinforced Cementitious Mortars 114
Experimental Tests and FEM Models for SFRC Beams under Flexural and Shear Loads 111
Colonne in c.a. rinforzate con FRP con diverso livello di confinamento 111
Design procedure for prestressed concrete beams 110
Cyclic behavior of composite truss beam-to-RC column joints in MRFS 110
Shear strength degradation due to flexural ductility demand in circular RC columns 109
Increasing the Capacity of Existing Bridges by Using Unbonded Prestressing Technology: A Case Study 108
SHEAR STRENGTH DEGRADATION DUE TO FLEXURAL DUCTILITY DEMAND IN R.C. ELEMENTS 103
Previsione dell'efficacia del rinforzo di colonne in C.A. mediante fasciatura con FRP 102
Experimental tests on corroded prestressed concrete beams subjected to transverse load 101
Ductility of reinforced concrete members externally wrapped with fiber-reinforced polymer sheets 99
Proposal of a Selection Criterium of Natural Accelerograms for NLRHA 95
Concrete columns confined with fibre reinforced cementitious mortars: Experimentation and modelling 93
A Model for the Analysis of Ultimate Capacity of RC and PC Corroded Beams 93
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: A full scale arch 86
SIMPLE PLASTIC MODEL FOR SHEAR CRITICAL SFRC BEAMS 85
Shear Strength Prediction by Modified Plasticity Theory for SFRC Beams 85
VALUTAZIONE SPERIMENTALE DELL’EFFICACIA DEL RINFORZO CAM SU TRAVI IN CEMENTO ARMATO 84
Failure by corrosion in PC bridges: A case history of a viaduct in Italy 84
Shear capacity in concrete beams reinforced by stirrups with two different inclinations 83
Nuove Tecniche di Rinforzo ed Adeguamento per elementi in Calcestruzzo Armato 80
FINITE ELEMENT MODELING OF BEAMS UNDER PREVALENT SHEAR ACTIONS 79
Methods for Extending Life of Existing Bridges: A Case Study 78
Increasing the shear capacity of reinforced concrete beams using pretensioned stainless steel ribbons 78
Mechanical model for the shear strength of steel fiber reinforced concrete (SFRC) beams without stirrups 78
Shear Strength Prediction by Modified Plasticity Theory for SFRC Beams 76
Rotating compression field model for reinforced concrete beams under prevalent shear actions 76
Nonlinear Analysis of Beams Reinforced in Shear with Stirrups and Steel Fibers 76
Non linear and linearized combination coefficients for modal pushover analysis 71
Shear resistance analytical evaluation for RC beams with transverse reinforcement with two different inclinations 71
Stress field model for strengthening of shear-flexure critical RC beams 69
Un Approccio Plastico per la Resistenza a Taglio di Elementi in SFRC Dotati di Staffe 68
Increasing the flexural capacity of RC beams using steel angles and pre-tensioned stainless steel ribbons 67
N-M-χ interaction for arbitrary cross section under biaxial bending and axial load 66
Progetto INCAMMINO - Indagini sperimentali su elementi strutturali in muratura rinforzati con il CAM - 2013 66
Un criterio di selezione dell’input sismico per l’analisi dinamica non lineare delle strutture 64
Shear strength of full-scale steel fibre-reinforced concrete beams without stirrups 59
FLEXURAL CAPACITY OF CORRODED POST-TENSIONED CONCRETE BEAMS: LARGE SCALE TESTS AND NUMERICAL SIMULATION 58
The strengthening of masonry walls in seismic-prone areas with the CAM system: Experimental and numerical results 58
Shear Strength Degradation due to Flexural Ductility Demand in R.C. Elements 57
Load‐bearing capacity of Gerber saddles in existing bridge girders by different levels of numerical analysis 55
Ultimate shear of RC beams with corroded stirrups and strengthened with FRP 54
Push-over analysis of a rubble full-scale masonry wall reinforced with stainless steel ribbons 52
Generalization of Shear Truss Model to the Case of SFRC Beams with Stirrups 52
Modeling of shear behavior of reinforced concrete beams strengthened with FRP 50
Failure analysis of corroded RC beams subjected to shear-flexural actions 49
Stress-Strain Law for Confined Concrete with Hardening or Softening Behavior 48
Prove sperimentali su travi in c.a. rinforzate con metodo CAM: valutazione dei meccanismi di flessione (parte 2) 48
Push-Over Analysis of RC Frame with Corroded Rebar 47
null 21
Totale 5.557
Salva come PNG Salva come JPEG
Categoria #
all - tutte 20.021
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 20.021
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021138 0 0 0 0 0 34 20 28 14 24 11 7
2021/2022361 4 23 4 15 6 3 47 13 3 5 104 134
2022/20231.067 79 79 64 100 80 93 6 69 447 7 33 10
2023/2024282 16 40 15 73 28 60 1 22 0 6 3 18
2024/20251.408 21 18 13 62 60 21 37 310 361 56 153 296
2025/20261.327 152 212 358 286 279 40 0 0 0 0 0 0
Totale 5.557