IRIS
SPINELLA, Nino
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 2.647
EU - Europa 2.576
AS - Asia 1.599
SA - Sud America 629
AF - Africa 49
Continente sconosciuto - Info sul continente non disponibili 3
OC - Oceania 3
Totale 7.506
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 2.616
RU - Federazione Russa 1.235
SG - Singapore 804
BR - Brasile 543
CN - Cina 352
IE - Irlanda 349
SE - Svezia 293
HK - Hong Kong 180
GB - Regno Unito 168
IT - Italia 149
FR - Francia 98
UA - Ucraina 88
VN - Vietnam 88
DE - Germania 79
FI - Finlandia 46
IN - India 33
AR - Argentina 28
BD - Bangladesh 19
EC - Ecuador 18
BE - Belgio 17
ZA - Sudafrica 16
IQ - Iraq 15
CO - Colombia 13
JP - Giappone 13
CA - Canada 12
MX - Messico 12
TR - Turchia 12
VE - Venezuela 12
PL - Polonia 11
ID - Indonesia 9
KE - Kenya 8
SA - Arabia Saudita 8
PH - Filippine 7
AE - Emirati Arabi Uniti 6
CL - Cile 6
EG - Egitto 6
ES - Italia 6
MY - Malesia 6
NL - Olanda 6
AT - Austria 5
MA - Marocco 5
NO - Norvegia 5
NP - Nepal 5
TN - Tunisia 5
UY - Uruguay 5
UZ - Uzbekistan 5
BG - Bulgaria 4
GE - Georgia 4
JO - Giordania 4
OM - Oman 4
AZ - Azerbaigian 3
IL - Israele 3
KG - Kirghizistan 3
PE - Perù 3
PK - Pakistan 3
PT - Portogallo 3
RS - Serbia 3
TW - Taiwan 3
AO - Angola 2
AU - Australia 2
BH - Bahrain 2
CI - Costa d'Avorio 2
CZ - Repubblica Ceca 2
DZ - Algeria 2
EU - Europa 2
HN - Honduras 2
PS - Palestinian Territory 2
RO - Romania 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AL - Albania 1
BY - Bielorussia 1
CM - Camerun 1
CR - Costa Rica 1
DO - Repubblica Dominicana 1
ET - Etiopia 1
GT - Guatemala 1
HR - Croazia 1
HU - Ungheria 1
IM - Isola di Man 1
IR - Iran 1
JM - Giamaica 1
KW - Kuwait 1
KZ - Kazakistan 1
LB - Libano 1
LT - Lituania 1
MD - Moldavia 1
NZ - Nuova Zelanda 1
PY - Paraguay 1
QA - Qatar 1
SN - Senegal 1
SV - El Salvador 1
TH - Thailandia 1
Totale 7.506
Salva come PNG Salva come JPEG
Città #
Ashburn 458
Moscow 379
Dublin 349
Dallas 329
Singapore 307
Chandler 282
Nyköping 236
Jacksonville 191
Hong Kong 179
San Jose 138
Beijing 122
Lancaster 116
The Dalles 87
Princeton 61
Los Angeles 59
Lauterbourg 57
Ann Arbor 56
Des Moines 52
Medford 51
Cambridge 47
Dearborn 47
Messina 39
São Paulo 36
Ho Chi Minh City 32
Woodbridge 28
Jinan 25
Boardman 24
Wilmington 24
Buffalo 20
Hanoi 20
New York 20
Redondo Beach 20
Rio de Janeiro 20
Houston 19
Norwalk 19
Brussels 17
Pune 17
Seattle 17
Reggio Calabria 16
Frankfurt am Main 15
Brasília 14
Santa Clara 14
Council Bluffs 13
San Mateo 11
Tokyo 11
Tianjin 10
Guangzhou 9
Hebei 9
Johannesburg 9
Shenyang 9
Warsaw 9
Belo Horizonte 8
Catania 8
Denver 8
Nairobi 8
Nanjing 8
Orem 8
Betim 7
Brooklyn 7
Shanghai 7
Baghdad 6
Chennai 6
Haikou 6
Hangzhou 6
Juiz de Fora 6
Nanchang 6
Ningbo 6
Palermo 6
Rome 6
Shenzhen 6
Sorocaba 6
Zhengzhou 6
Auburn Hills 5
Bologna 5
Boston 5
Columbus 5
Curitiba 5
Dhaka 5
Nocera Inferiore 5
Ribeirão Preto 5
Santiago 5
Santo André 5
Stockholm 5
Tashkent 5
Washington 5
Amman 4
Atlanta 4
Bogotá 4
Cairo 4
Carapicuíba 4
Caxias do Sul 4
Civitanova Marche 4
Da Nang 4
Haiphong 4
Jeddah 4
Jundiaí 4
Latina 4
Manchester 4
Milan 4
Montevideo 4
Totale 4.415
Salva come PNG Salva come JPEG
Nome #
A model for SFRC beams without shear reinforcement 231
Experimental Investigation on RC Beams Retrofitted in Flexure and Shear by Pretensioned Steel Ribbons 222
Bond behavior and ultimate capacity of notched concrete beams with externally-bonded FRP and PBO-FRCM systems under different environmental conditions 216
FORMULA DI PROGETTO PER LA RESISTENZA AL TAGLIO DI TRAVI IN SFRC BASATA SU MODELLI PLASTICI 213
Experimental in situ behaviour of unreinforced masonry elements retrofitted by pre-tensioned stainless steel ribbons 191
Experimental Tests and FEM Model for SFRC Beams Under Flexural and Shear Loads 190
Effects of near-fault earthquakes on existing bridge performances 190
A Handy Stress-Strain Law for FRP Confined Concrete 173
ELEMENTI IN CALCESTRUZZO CONFINATI CON FRCM ANALISI SPERIMENTALE PER CARICHI MONOTONICI 173
A handy stress-strain model for FRP-confined concrete 169
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: Full scale panels. 167
RISULTATI SPERIMENTALI DI CILINDRI IN C.A. RINFORZATI CON FRCM E SOGGETTI A COMPRESSIONE MONOTONICA 162
Cyclic behavior of composite truss beam-to-RC column joints in MRFS 160
Experimental results of RC columns strengthnened with Fiber Reinforced Cementitious Mortars 159
Colonne in c.a. rinforzate con FRP con diverso livello di confinamento 156
Design procedure for prestressed concrete beams 155
Experimental tests on corroded prestressed concrete beams subjected to transverse load 152
Experimental Tests and FEM Models for SFRC Beams under Flexural and Shear Loads 151
Increasing the Capacity of Existing Bridges by Using Unbonded Prestressing Technology: A Case Study 148
Concrete columns confined with fibre reinforced cementitious mortars: Experimentation and modelling 145
A Model for the Analysis of Ultimate Capacity of RC and PC Corroded Beams 145
Shear strength degradation due to flexural ductility demand in circular RC columns 143
Ductility of reinforced concrete members externally wrapped with fiber-reinforced polymer sheets 143
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: A full scale arch 139
Proposal of a Selection Criterium of Natural Accelerograms for NLRHA 136
SHEAR STRENGTH DEGRADATION DUE TO FLEXURAL DUCTILITY DEMAND IN R.C. ELEMENTS 135
Previsione dell'efficacia del rinforzo di colonne in C.A. mediante fasciatura con FRP 124
SIMPLE PLASTIC MODEL FOR SHEAR CRITICAL SFRC BEAMS 121
Increasing the shear capacity of reinforced concrete beams using pretensioned stainless steel ribbons 119
Mechanical model for the shear strength of steel fiber reinforced concrete (SFRC) beams without stirrups 119
Shear Strength Prediction by Modified Plasticity Theory for SFRC Beams 112
Nuove Tecniche di Rinforzo ed Adeguamento per elementi in Calcestruzzo Armato 109
Nonlinear Analysis of Beams Reinforced in Shear with Stirrups and Steel Fibers 109
Shear capacity in concrete beams reinforced by stirrups with two different inclinations 108
VALUTAZIONE SPERIMENTALE DELL’EFFICACIA DEL RINFORZO CAM SU TRAVI IN CEMENTO ARMATO 107
Failure by corrosion in PC bridges: A case history of a viaduct in Italy 104
Stress field model for strengthening of shear-flexure critical RC beams 104
Rotating compression field model for reinforced concrete beams under prevalent shear actions 100
FINITE ELEMENT MODELING OF BEAMS UNDER PREVALENT SHEAR ACTIONS 98
Methods for Extending Life of Existing Bridges: A Case Study 97
Non linear and linearized combination coefficients for modal pushover analysis 97
Shear Strength Prediction by Modified Plasticity Theory for SFRC Beams 96
Shear resistance analytical evaluation for RC beams with transverse reinforcement with two different inclinations 95
Un Approccio Plastico per la Resistenza a Taglio di Elementi in SFRC Dotati di Staffe 89
Load‐bearing capacity of Gerber saddles in existing bridge girders by different levels of numerical analysis 87
N-M-χ interaction for arbitrary cross section under biaxial bending and axial load 87
Progetto INCAMMINO - Indagini sperimentali su elementi strutturali in muratura rinforzati con il CAM - 2013 86
Un criterio di selezione dell’input sismico per l’analisi dinamica non lineare delle strutture 85
Increasing the flexural capacity of RC beams using steel angles and pre-tensioned stainless steel ribbons 85
The strengthening of masonry walls in seismic-prone areas with the CAM system: Experimental and numerical results 81
FLEXURAL CAPACITY OF CORRODED POST-TENSIONED CONCRETE BEAMS: LARGE SCALE TESTS AND NUMERICAL SIMULATION 80
Shear strength of full-scale steel fibre-reinforced concrete beams without stirrups 79
Generalization of Shear Truss Model to the Case of SFRC Beams with Stirrups 78
Shear Strength Degradation due to Flexural Ductility Demand in R.C. Elements 77
Ultimate shear of RC beams with corroded stirrups and strengthened with FRP 75
Modeling of shear behavior of reinforced concrete beams strengthened with FRP 69
Failure analysis of corroded RC beams subjected to shear-flexural actions 68
Push-over analysis of a rubble full-scale masonry wall reinforced with stainless steel ribbons 68
Stress-Strain Law for Confined Concrete with Hardening or Softening Behavior 65
Push-Over Analysis of RC Frame with Corroded Rebar 65
Prove sperimentali su travi in c.a. rinforzate con metodo CAM: valutazione dei meccanismi di flessione (parte 2) 64
null 21
Totale 7.592
Salva come PNG Salva come JPEG
Categoria #
all - tutte 24.135
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 24.135
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20217 0 0 0 0 0 0 0 0 0 0 0 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
2025/20263.362 152 212 358 286 279 676 417 378 348 126 48 82
Totale 7.592