IRIS
SPINELLA, Nino
 Distribuzione geografica
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Continente #
NA - Nord America 1.427
AS - Asia 1.079
EU - Europa 549
SA - Sud America 392
AF - Africa 129
OC - Oceania 9
Totale 3.585
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Nazione #
US - Stati Uniti d'America 1.396
SG - Singapore 576
BR - Brasile 325
CN - Cina 244
IT - Italia 240
IE - Irlanda 182
VN - Vietnam 116
KR - Corea 67
SN - Senegal 52
NG - Nigeria 46
AT - Austria 35
AR - Argentina 31
DE - Germania 19
NL - Olanda 19
EC - Ecuador 15
GB - Regno Unito 15
ID - Indonesia 14
CA - Canada 10
CI - Costa d'Avorio 10
AU - Australia 9
MX - Messico 9
BD - Bangladesh 8
PL - Polonia 8
IQ - Iraq 7
RU - Federazione Russa 7
FI - Finlandia 6
HK - Hong Kong 6
IN - India 6
IR - Iran 6
CO - Colombia 5
PY - Paraguay 5
BJ - Benin 4
CL - Cile 4
TR - Turchia 4
DO - Repubblica Dominicana 3
ES - Italia 3
HN - Honduras 3
JM - Giamaica 3
JP - Giappone 3
NP - Nepal 3
PE - Perù 3
PK - Pakistan 3
SA - Arabia Saudita 3
SK - Slovacchia (Repubblica Slovacca) 3
UZ - Uzbekistan 3
VE - Venezuela 3
ZA - Sudafrica 3
BG - Bulgaria 2
BW - Botswana 2
DZ - Algeria 2
FR - Francia 2
JO - Giordania 2
KE - Kenya 2
KG - Kirghizistan 2
MA - Marocco 2
TN - Tunisia 2
UA - Ucraina 2
AE - Emirati Arabi Uniti 1
CG - Congo 1
CR - Costa Rica 1
CV - Capo Verde 1
CY - Cipro 1
CZ - Repubblica Ceca 1
GA - Gabon 1
GH - Ghana 1
GR - Grecia 1
IL - Israele 1
LT - Lituania 1
MK - Macedonia 1
NI - Nicaragua 1
OM - Oman 1
PH - Filippine 1
RO - Romania 1
SE - Svezia 1
TT - Trinidad e Tobago 1
TW - Taiwan 1
UY - Uruguay 1
Totale 3.585
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Città #
Santa Clara 440
Dallas 401
Singapore 234
Dublin 182
Hefei 135
Chandler 74
Seoul 67
Boardman 64
Civitanova Marche 61
Dakar 52
Cambridge 47
Lawrence 47
Abuja 46
Beijing 45
Ho Chi Minh City 40
Ashburn 34
São Paulo 28
Los Angeles 27
Hanoi 25
Vienna 24
Catania 20
Buffalo 17
Chicago 13
Milan 13
San Francisco 13
Tremestieri Etneo 13
Amsterdam 11
Abidjan 10
Pedara 10
Reggio Calabria 10
Aci Catena 8
Haiphong 8
Turin 8
Belo Horizonte 7
Da Nang 7
Messina 7
Milazzo 7
New York 7
Porto Alegre 7
Warsaw 7
Curitiba 6
Graz 6
Melbourne 6
Rio de Janeiro 6
Salvador 6
Tehran 6
Biên Hòa 5
Bremen 5
Brooklyn 5
Campinas 5
Hong Kong 5
Nanto 5
Nuremberg 5
Rome 5
Bari 4
Cotonou 4
Franca 4
Guarulhos 4
Guayaquil 4
Itajaí 4
Quito 4
Salzburg 4
Santo André 4
Thái Bình 4
Aci Castello 3
Agliana 3
Asunción 3
Baghdad 3
Boston 3
Duque de Caxias 3
Fortaleza 3
Helsinki 3
London 3
Manaus 3
Mauá 3
Montreal 3
Nova Iguaçu 3
Phoenix 3
Syracuse 3
Tashkent 3
Tokyo 3
Almere Stad 2
Americana 2
Amman 2
Amparo 2
Angra dos Reis 2
Araxá 2
Assago 2
Bologna 2
Brasília 2
Bình Dương 2
Cagliari 2
Campos dos Goytacazes 2
Canberra 2
Caxias do Sul 2
Cesenà 2
Conselheiro Lafaiete 2
Criciúma 2
Diadema 2
Dourados 2
Totale 2.481
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Nome #
Flexural and Shear Capacity Assessment of Corroded Bridge Beams 91
Effects of Stirrups Corrosion on the Shear Strength of RC Beams 89
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 76
Bond behavior and ultimate capacity of notched concrete beams with externally-bonded FRP and PBO-FRCM systems under different environmental conditions 75
Corroded Stirrups Effects on the Shear Behavior of Reinforced Concrete Slender Beams 74
Flexural Capacity of Corroded Post-Tensioned Concrete Beams: Large Scale Tests and Numerical Simulations 74
Experimental application of the Italian guidelines for the risk classification and management and for the safety evaluation of existing bridges 68
Ultimate shear of RC beams with corroded stirrups and strengthened with FRP 63
Experimental Investigation on RC Beams Retrofitted in Flexure and Shear by Pretensioned Steel Ribbons 60
Load-bearing capacity of Gerber saddles in existing bridge girders by different levels of numerical analysis 59
Experimental in situ behaviour of unreinforced masonry elements retrofitted by pre-tensioned stainless steel ribbons 59
Shear strength of full-scale steel fibre-reinforced concrete 59
Stress-Strain Law for Confined Concrete with Hardening or Softening Behavior 58
Mechanical Model for the Shear Strength of Steel Fibers Reinforced Concrete Beams (SFRC) without Stirrups 57
Ductility of reinforced concrete members externally wrapped with fiber-reinforced polymer sheets 57
Shear Response Behavior of Slender RC Beams with Corroded Stirrups 56
Proposal of a Selection Criterium of Natural Accelerograms for NLRHA 56
A Web-Based Graphical User Interface for Some Opensees Commands 55
A Model for the Analysis of Ultimate Capacity of RC and PC Corroded Beams 55
Push-Over Analysis of RC Frame with Corroded Rebar 55
A web platform for management and analysis of existing bridges 53
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: Full scale panels 53
Concrete columns confined with fibre reinforced cementitious mortars: Experimentation and modelling 53
Experimental Tests and FEM Model for SFRC Beams Under Flexural and Shear Loads 52
Failure analysis of corroded RC beams subjected to shear-flexural actions 52
Shear Strength Prediction by Modified Plasticity Theory for SFRC Beams 51
Numerical Modelling for Assessing the Structural Efficiency of CAM® Reinforcement System for Masonry Walls 50
FORMULA DI PROGETTO PER LA RESISTENZA AL TAGLIO DI TRAVI IN SFRC BASATA SU MODELLI PLASTICI 50
N-M-χ interaction for arbitrary cross section under biaxial bending and axial load 50
A Steel Exoskeleton for Regularization of the Seismic Response in Elevation of Existing RC Framed Structures 49
VALUTAZIONE SPERIMENTALE DELL’EFFICACIA DEL RINFORZO CAM SU TRAVI IN CEMENTO ARMATO 49
Effects of near-fault earthquakes on existing bridge performances 49
Failure by corrosion in PC bridges: A case history of a viaduct in Italy 49
Experimental Application of the Italian Bridge Guidelines to a Stock of Prestressed Concrete Bridges 48
Experimental results of RC columns strengthened with Fibre Reinforced Cementitious Mortars 48
A Model for the Analysis at ULS of Corroded RC Beams 48
Physical model for structural evaluation of R.C. beams in presence of corrosion 48
Simplified evaluation of the shear strength of slender rectangular R.C. members with shear reinforcement 48
The Italian guidelines for risk and safety evaluation of existing bridges: A case study 47
Design procedure for prestressed concrete beams 47
Mechanical model for the shear strength of steel fiber reinforced concrete (SFRC) beams without stirrups 47
Increasing the flexural capacity of RC beams using steel angles and pre-tensioned stainless steel ribbons 47
Prediction of the monotonic load–displacement curve of slender RC beams with corroded transverse and longitudinal reinforcements 46
Rotating compression field model for reinforced concrete beams under prevalent shear actions 46
Progetto INCAMMINO - Indagini sperimentali su elementi strutturali in muratura rinforzati con il CAM - 2013 46
Mechanical model for the shear-punching strength of steel fiber reinforced concrete slabs under concentric loading 45
Stress field model for strengthening of shear-flexure critical RC beams 45
Prove sperimentali su travi in c.a. rinforzate con metodo CAM: valutazione dei meccanismi di flessione (parte 2) 45
Influence of Rebar Corrosion on RC Frame Push-Over Response 44
Increasing the Capacity of Existing Bridges by Using Unbonded Prestressing Technology: A Case Study 44
Experimental tests on corroded prestressed concrete beams subjected to transverse load 44
Generalization of Shear Truss Model to the Case of SFRC Beams with Stirrups 44
SHEAR STRENGTH DEGRADATION DUE TO FLEXURAL DUCTILITY DEMAND IN R.C. ELEMENTS 44
Experimental tests on typical masonry of Messina area (Italy) retrofitted with CAM: A full scale arch 43
Increasing the shear capacity of reinforced concrete beams using pretensioned stainless steel ribbons 43
Response behaviour of reinforced concrete beams strengthened in shear with frp 42
Protocol of investigations for the preliminary assessment of the structural safety of highway overpasses 42
Shear capacity in concrete beams reinforced by stirrups with two different inclinations 42
Shear strength degradation due to flexural ductility demand in circular RC columns 41
Structural behavior of deteriorated Gerber half‐joints in highway overpasses by nonlinear finite element analysis combined with a simplified uniform‐corrosion model 39
Methods for Extending Life of Existing Bridges: A Case Study 38
Push-over analysis of a rubble full-scale masonry wall reinforced with stainless steel ribbons 38
Complex Phenomena in the Seismic Analysis of Existing Viaducts: A Case Study 36
The strengthening of masonry walls in seismic-prone areas with the CAM system: Experimental and numerical results 36
Shear resistance analytical evaluation for RC beams with transverse reinforcement with two different inclinations 36
Strengthening of a masonry wall in seismic prone area with the cam system: Experimental and numerical results 35
SIMPLE PLASTIC MODEL FOR SHEAR CRITICAL SFRC BEAMS 35
Non linear and linearized combination coefficients for modal pushover analysis 35
Nonlinear Analysis of Beams Reinforced in Shear with Stirrups and Steel Fibers 34
Finite element modeling of beams under prevalent shear actions 33
Modeling of shear behavior of reinforced concrete beams strengthened with FRP 33
Preliminary results of flexural tests on corroded prestressed concrete beams 31
A plastic model for the assessment of reinforced concrete dapped-end beams 31
Reinforced concrete dapped‐end beams for existing bridges: Reliability of finite element models 27
Extension of theoretical approaches for the shear strength of reinforced concrete beams with corroded stirrups 23
Simplified evaluation of the ultimate strength of RC circular members subjected to axial force, bending moment and shear force 16
Totale 3.686
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Categoria #
all - tutte 14.270
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 14.270
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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
2025/20261.495 181 259 556 294 205 0 0 0 0 0 0 0
Totale 3.686