SPINELLA, Nino
 Distribuzione geografica
Continente #
NA - Nord America 2.259
EU - Europa 1.829
AS - Asia 1.339
SA - Sud America 592
AF - Africa 37
Continente sconosciuto - Info sul continente non disponibili 3
OC - Oceania 3
Totale 6.062
Nazione #
US - Stati Uniti d'America 2.233
SG - Singapore 695
RU - Federazione Russa 580
BR - Brasile 519
IE - Irlanda 349
SE - Svezia 293
CN - Cina 292
HK - Hong Kong 171
GB - Regno Unito 163
IT - Italia 140
UA - Ucraina 88
DE - Germania 73
VN - Vietnam 63
FI - Finlandia 46
FR - Francia 34
IN - India 25
AR - Argentina 21
EC - Ecuador 18
BE - Belgio 17
BD - Bangladesh 13
IQ - Iraq 13
ZA - Sudafrica 13
CO - Colombia 11
MX - Messico 11
CA - Canada 10
JP - Giappone 10
PL - Polonia 10
VE - Venezuela 10
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
GE - Georgia 3
JO - Giordania 3
KG - Kirghizistan 3
TW - Taiwan 3
AU - Australia 2
AZ - Azerbaigian 2
CZ - Repubblica Ceca 2
DZ - Algeria 2
EU - Europa 2
HN - Honduras 2
IL - Israele 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
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 6.062
Città #
Dublin 349
Dallas 327
Ashburn 319
Moscow 304
Chandler 282
Nyköping 236
Singapore 231
Jacksonville 191
Hong Kong 170
Beijing 118
Lancaster 116
Princeton 61
Ann Arbor 56
Los Angeles 56
Des Moines 52
Medford 51
Cambridge 47
Dearborn 47
Messina 39
São Paulo 36
The Dalles 33
Woodbridge 28
Ho Chi Minh City 26
Jinan 25
Boardman 24
Wilmington 24
Buffalo 20
New York 20
Redondo Beach 20
Rio de Janeiro 20
Houston 19
Norwalk 19
Brussels 17
Pune 17
Seattle 17
Reggio Calabria 16
Brasília 14
Hanoi 14
San Mateo 11
Frankfurt am Main 10
Tianjin 10
Hebei 9
Santa Clara 9
Shenyang 9
Tokyo 9
Warsaw 9
Belo Horizonte 8
Catania 8
Nanjing 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
San Jose 6
Sorocaba 6
Zhengzhou 6
Auburn Hills 5
Baghdad 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
Montreal 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
Amman 3
Amsterdam 3
Anápolis 3
Totale 3.804
Nome #
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
Experimental in situ behaviour of unreinforced masonry elements retrofitted by pre-tensioned stainless steel ribbons 160
Experimental Tests and FEM Model for SFRC Beams Under Flexural and Shear Loads 158
ELEMENTI IN CALCESTRUZZO CONFINATI CON FRCM ANALISI SPERIMENTALE PER CARICHI MONOTONICI 142
A Handy Stress-Strain Law for FRP Confined Concrete 139
Effects of near-fault earthquakes on existing bridge performances 138
A handy stress-strain model for FRP-confined concrete 137
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: Full scale panels. 135
Experimental results of RC columns strengthnened with Fiber Reinforced Cementitious Mortars 128
Cyclic behavior of composite truss beam-to-RC column joints in MRFS 128
RISULTATI SPERIMENTALI DI CILINDRI IN C.A. RINFORZATI CON FRCM E SOGGETTI A COMPRESSIONE MONOTONICA 126
Colonne in c.a. rinforzate con FRP con diverso livello di confinamento 123
Experimental Tests and FEM Models for SFRC Beams under Flexural and Shear Loads 121
Design procedure for prestressed concrete beams 120
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
SHEAR STRENGTH DEGRADATION DUE TO FLEXURAL DUCTILITY DEMAND IN R.C. ELEMENTS 113
Ductility of reinforced concrete members externally wrapped with fiber-reinforced polymer sheets 112
Experimental tests on corroded prestressed concrete beams subjected to transverse load 112
Previsione dell'efficacia del rinforzo di colonne in C.A. mediante fasciatura con FRP 110
Concrete columns confined with fibre reinforced cementitious mortars: Experimentation and modelling 109
A Model for the Analysis of Ultimate Capacity of RC and PC Corroded Beams 106
Proposal of a Selection Criterium of Natural Accelerograms for NLRHA 103
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: A full scale arch 99
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
SIMPLE PLASTIC MODEL FOR SHEAR CRITICAL SFRC BEAMS 91
Nuove Tecniche di Rinforzo ed Adeguamento per elementi in Calcestruzzo 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
FINITE ELEMENT MODELING OF BEAMS UNDER PREVALENT SHEAR ACTIONS 86
Increasing the shear capacity of reinforced concrete beams using pretensioned stainless steel ribbons 86
Methods for Extending Life of Existing Bridges: A Case Study 85
Rotating compression field model for reinforced concrete beams under prevalent shear actions 84
Shear Strength Prediction by Modified Plasticity Theory for SFRC Beams 83
Nonlinear Analysis of Beams Reinforced in Shear with Stirrups and Steel Fibers 83
Non linear and linearized combination coefficients for modal pushover analysis 82
Shear resistance analytical evaluation for RC beams with transverse reinforcement with two different inclinations 81
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
N-M-χ interaction for arbitrary cross section under biaxial bending and axial load 75
Progetto INCAMMINO - Indagini sperimentali su elementi strutturali in muratura rinforzati con il CAM - 2013 73
Un criterio di selezione dell’input sismico per l’analisi dinamica non lineare delle strutture 72
Increasing the flexural capacity of RC beams using steel angles and pre-tensioned stainless steel ribbons 71
The strengthening of masonry walls in seismic-prone areas with the CAM system: Experimental and numerical results 67
Shear strength of full-scale steel fibre-reinforced concrete beams without stirrups 66
Shear Strength Degradation due to Flexural Ductility Demand in R.C. Elements 65
Load‐bearing capacity of Gerber saddles in existing bridge girders by different levels of numerical analysis 64
FLEXURAL CAPACITY OF CORRODED POST-TENSIONED CONCRETE BEAMS: LARGE SCALE TESTS AND NUMERICAL SIMULATION 64
Ultimate shear of RC beams with corroded stirrups and strengthened with FRP 61
Generalization of Shear Truss Model to the Case of SFRC Beams with Stirrups 60
Push-over analysis of a rubble full-scale masonry wall reinforced with stainless steel ribbons 58
Modeling of shear behavior of reinforced concrete beams strengthened with FRP 56
Failure analysis of corroded RC beams subjected to shear-flexural actions 55
Stress-Strain Law for Confined Concrete with Hardening or Softening Behavior 54
Push-Over Analysis of RC Frame with Corroded Rebar 54
Prove sperimentali su travi in c.a. rinforzate con metodo CAM: valutazione dei meccanismi di flessione (parte 2) 52
null 21
Totale 6.148
Categoria #
all - tutte 20.870
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 20.870


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
2025/20261.918 152 212 358 286 279 631 0 0 0 0 0 0
Totale 6.148