IRIS
SPINELLA, Nino
 Distribuzione geografica
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Continente #
NA - Nord America 1.934
AS - Asia 1.521
EU - Europa 1.179
SA - Sud America 420
AF - Africa 209
Continente sconosciuto - Info sul continente non disponibili 104
OC - Oceania 9
Totale 5.376
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Nazione #
US - Stati Uniti d'America 1.868
SG - Singapore 763
RU - Federazione Russa 431
BR - Brasile 338
CN - Cina 334
IT - Italia 315
IE - Irlanda 183
VN - Vietnam 156
NG - Nigeria 120
KR - Corea 104
FR - Francia 72
SN - Senegal 52
AT - Austria 38
AR - Argentina 35
BD - Bangladesh 29
DE - Germania 26
NL - Olanda 26
GB - Regno Unito 25
CA - Canada 23
IN - India 23
ID - Indonesia 19
EC - Ecuador 18
IQ - Iraq 16
MX - Messico 16
PL - Polonia 15
HK - Hong Kong 14
CI - Costa d'Avorio 10
AU - Australia 9
ES - Italia 8
FI - Finlandia 8
JP - Giappone 8
PK - Pakistan 8
JM - Giamaica 7
PY - Paraguay 7
SE - Svezia 7
CL - Cile 6
CO - Colombia 6
IR - Iran 6
TR - Turchia 6
VE - Venezuela 6
JO - Giordania 5
PT - Portogallo 5
SA - Arabia Saudita 5
BJ - Benin 4
KE - Kenya 4
LT - Lituania 4
NP - Nepal 4
UZ - Uzbekistan 4
ZA - Sudafrica 4
CR - Costa Rica 3
DO - Repubblica Dominicana 3
HN - Honduras 3
MA - Marocco 3
NI - Nicaragua 3
PE - Perù 3
SK - Slovacchia (Repubblica Slovacca) 3
TN - Tunisia 3
TT - Trinidad e Tobago 3
AE - Emirati Arabi Uniti 2
BB - Barbados 2
BG - Bulgaria 2
BW - Botswana 2
CZ - Repubblica Ceca 2
DZ - Algeria 2
GR - Grecia 2
IL - Israele 2
KG - Kirghizistan 2
PH - Filippine 2
RS - Serbia 2
UA - Ucraina 2
AZ - Azerbaigian 1
CG - Congo 1
CV - Capo Verde 1
CY - Cipro 1
ET - Etiopia 1
GA - Gabon 1
GH - Ghana 1
HU - Ungheria 1
KY - Cayman, isole 1
KZ - Kazakistan 1
LC - Santa Lucia 1
MK - Macedonia 1
MY - Malesia 1
OM - Oman 1
PA - Panama 1
PS - Palestinian Territory 1
RO - Romania 1
SY - Repubblica araba siriana 1
TL - Timor Orientale 1
TW - Taiwan 1
UY - Uruguay 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 5.273
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Città #
Santa Clara 455
Dallas 403
Singapore 370
Dublin 183
Moscow 164
San Jose 139
Hefei 135
Seoul 104
Ashburn 101
Abuja 86
Chandler 74
Council Bluffs 66
Beijing 64
Boardman 64
Civitanova Marche 61
Lauterbourg 61
Ho Chi Minh City 56
Dakar 52
Los Angeles 50
Cambridge 47
Lawrence 47
Hanoi 39
Buffalo 35
Lagos 33
São Paulo 30
Catania 27
Vienna 27
New York 20
Amsterdam 16
Milan 16
Chicago 15
Mascalucia 14
Hong Kong 13
San Francisco 13
Tremestieri Etneo 13
Warsaw 12
Messina 11
Abidjan 10
Brooklyn 10
Pedara 10
Reggio Calabria 10
Turin 10
Haiphong 9
London 9
Rome 9
Aci Catena 8
Belo Horizonte 8
Da Nang 8
Naples 8
Orem 8
Tokyo 8
Baghdad 7
Milazzo 7
Phoenix 7
Porto Alegre 7
Curitiba 6
Graz 6
Melbourne 6
Nuremberg 6
Palermo 6
Quito 6
Rio de Janeiro 6
Salvador 6
Tehran 6
Biên Hòa 5
Bremen 5
Campinas 5
Denver 5
Guayaquil 5
Nanto 5
Porto 5
Stockholm 5
Thái Bình 5
Aci Castello 4
Amman 4
Asunción 4
Bari 4
Bauru 4
Chennai 4
Cotonou 4
Franca 4
Frankfurt am Main 4
Guarulhos 4
Helsinki 4
Itajaí 4
Karachi 4
Mexico City 4
Montreal 4
Salzburg 4
Santo André 4
Tashkent 4
Agliana 3
Atlanta 3
Bologna 3
Boston 3
Duque de Caxias 3
Fortaleza 3
Houston 3
Jacksonville 3
Johannesburg 3
Totale 3.467
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Nome #
Effects of Stirrups Corrosion on the Shear Strength of RC Beams 132
A Steel Exoskeleton for Regularization of the Seismic Response in Elevation of Existing RC Framed Structures 128
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 114
Flexural and Shear Capacity Assessment of Corroded Bridge Beams 108
Corroded Stirrups Effects on the Shear Behavior of Reinforced Concrete Slender Beams 108
Bond behavior and ultimate capacity of notched concrete beams with externally-bonded FRP and PBO-FRCM systems under different environmental conditions 108
Structural behavior of deteriorated Gerber half‐joints in highway overpasses by nonlinear finite element analysis combined with a simplified uniform‐corrosion model 97
Experimental application of the Italian guidelines for the risk classification and management and for the safety evaluation of existing bridges 96
Experimental Application of the Italian Bridge Guidelines to a Stock of Prestressed Concrete Bridges 89
Flexural Capacity of Corroded Post-Tensioned Concrete Beams: Large Scale Tests and Numerical Simulations 89
Experimental Investigation on RC Beams Retrofitted in Flexure and Shear by Pretensioned Steel Ribbons 87
Experimental in situ behaviour of unreinforced masonry elements retrofitted by pre-tensioned stainless steel ribbons 87
A Web-Based Graphical User Interface for Some Opensees Commands 83
A Model for the Analysis at ULS of Corroded RC Beams 82
A web platform for management and analysis of existing bridges 81
A Model for the Analysis of Ultimate Capacity of RC and PC Corroded Beams 81
Shear Response Behavior of Slender RC Beams with Corroded Stirrups 80
Ultimate shear of RC beams with corroded stirrups and strengthened with FRP 80
Concrete columns confined with fibre reinforced cementitious mortars: Experimentation and modelling 80
Simplified evaluation of the shear strength of slender rectangular R.C. members with shear reinforcement 80
Ductility of reinforced concrete members externally wrapped with fiber-reinforced polymer sheets 79
Progetto INCAMMINO - Indagini sperimentali su elementi strutturali in muratura rinforzati con il CAM - 2013 79
Complex Phenomena in the Seismic Analysis of Existing Viaducts: A Case Study 78
Effects of near-fault earthquakes on existing bridge performances 78
Load-bearing capacity of Gerber saddles in existing bridge girders by different levels of numerical analysis 77
A plastic model for the assessment of reinforced concrete dapped-end beams 76
Experimental results of RC columns strengthened with Fibre Reinforced Cementitious Mortars 75
SHEAR STRENGTH DEGRADATION DUE TO FLEXURAL DUCTILITY DEMAND IN R.C. ELEMENTS 75
Mechanical Model for the Shear Strength of Steel Fibers Reinforced Concrete Beams (SFRC) without Stirrups 73
Numerical Modelling for Assessing the Structural Efficiency of CAM® Reinforcement System for Masonry Walls 72
Design procedure for prestressed concrete beams 72
Push-Over Analysis of RC Frame with Corroded Rebar 71
Response behaviour of reinforced concrete beams strengthened in shear with frp 70
The Italian guidelines for risk and safety evaluation of existing bridges: A case study 70
Failure by corrosion in PC bridges: A case history of a viaduct in Italy 70
Shear strength of full-scale steel fibre-reinforced concrete 70
Proposal of a Selection Criterium of Natural Accelerograms for NLRHA 69
Stress-Strain Law for Confined Concrete with Hardening or Softening Behavior 69
Influence of Rebar Corrosion on RC Frame Push-Over Response 68
VALUTAZIONE SPERIMENTALE DELL’EFFICACIA DEL RINFORZO CAM SU TRAVI IN CEMENTO ARMATO 68
FORMULA DI PROGETTO PER LA RESISTENZA AL TAGLIO DI TRAVI IN SFRC BASATA SU MODELLI PLASTICI 67
Failure analysis of corroded RC beams subjected to shear-flexural actions 67
Experimental Tests and FEM Model for SFRC Beams Under Flexural and Shear Loads 66
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: Full scale panels 66
N-M-χ interaction for arbitrary cross section under biaxial bending and axial load 64
Prove sperimentali su travi in c.a. rinforzate con metodo CAM: valutazione dei meccanismi di flessione (parte 2) 64
Increasing the Capacity of Existing Bridges by Using Unbonded Prestressing Technology: A Case Study 62
Shear capacity in concrete beams reinforced by stirrups with two different inclinations 62
Protocol of investigations for the preliminary assessment of the structural safety of highway overpasses 61
Prediction of the monotonic load–displacement curve of slender RC beams with corroded transverse and longitudinal reinforcements 61
Mechanical model for the shear strength of steel fiber reinforced concrete (SFRC) beams without stirrups 61
Experimental tests on corroded prestressed concrete beams subjected to transverse load 60
Increasing the flexural capacity of RC beams using steel angles and pre-tensioned stainless steel ribbons 60
Shear Strength Prediction by Modified Plasticity Theory for SFRC Beams 59
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: A full scale arch 59
Stress field model for strengthening of shear-flexure critical RC beams 59
Increasing the shear capacity of reinforced concrete beams using pretensioned stainless steel ribbons 59
Strengthening of a masonry wall in seismic prone area with the cam system: Experimental and numerical results 58
Shear strength degradation due to flexural ductility demand in circular RC columns 58
Mechanical model for the shear-punching strength of steel fiber reinforced concrete slabs under concentric loading 57
Rotating compression field model for reinforced concrete beams under prevalent shear actions 57
Physical model for structural evaluation of R.C. beams in presence of corrosion 57
Nonlinear Analysis of Beams Reinforced in Shear with Stirrups and Steel Fibers 54
The strengthening of masonry walls in seismic-prone areas with the CAM system: Experimental and numerical results 54
Finite element modeling of beams under prevalent shear actions 53
Generalization of Shear Truss Model to the Case of SFRC Beams with Stirrups 52
Non linear and linearized combination coefficients for modal pushover analysis 51
Preliminary results of flexural tests on corroded prestressed concrete beams 51
Reinforced concrete dapped‐end beams for existing bridges: Reliability of finite element models 50
Methods for Extending Life of Existing Bridges: A Case Study 50
Push-over analysis of a rubble full-scale masonry wall reinforced with stainless steel ribbons 49
SIMPLE PLASTIC MODEL FOR SHEAR CRITICAL SFRC BEAMS 49
Shear resistance analytical evaluation for RC beams with transverse reinforcement with two different inclinations 48
Modeling of shear behavior of reinforced concrete beams strengthened with FRP 44
Extension of theoretical approaches for the shear strength of reinforced concrete beams with corroded stirrups 25
Numerical Analysis of RC Beams Reinforced with FRP Bars 23
Simplified evaluation of the ultimate strength of RC circular members subjected to axial force, bending moment and shear force 19
Cyclic behavior of composite truss beam-to-RC column joints in MRFS 11
Totale 5.376
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Categoria #
all - tutte 19.335
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 19.335
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022174 0 0 0 0 0 0 0 0 0 81 0 93
2022/2023447 50 41 4 28 3 73 3 95 97 3 3 47
2023/2024189 12 20 11 12 9 11 2 30 3 14 39 26
2024/20251.381 5 73 58 74 319 206 21 63 79 264 89 130
2025/20263.050 181 259 556 294 406 514 271 82 172 165 90 60
2026/2027135 33 102 0 0 0 0 0 0 0 0 0 0
Totale 5.376