PORTO @ Archivio Istituzionale della Ricerca

GINO, DIEGO
 Distribuzione geografica
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Continente #
NA - Nord America 3.979
EU - Europa 3.423
AS - Asia 2.353
SA - Sud America 384
AF - Africa 48
OC - Oceania 7
Continente sconosciuto - Info sul continente non disponibili 3
Totale 10.197
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Nazione #
US - Stati Uniti d'America 3.905
IT - Italia 1.489
SG - Singapore 1.049
CN - Cina 621
DE - Germania 446
GB - Regno Unito 426
BR - Brasile 321
KR - Corea 187
FR - Francia 171
BE - Belgio 136
IE - Irlanda 112
RU - Federazione Russa 99
SE - Svezia 99
VN - Vietnam 91
TR - Turchia 81
UA - Ucraina 79
FI - Finlandia 62
HK - Hong Kong 61
IN - India 51
AT - Austria 49
CA - Canada 47
ID - Indonesia 43
NL - Olanda 40
CH - Svizzera 33
BG - Bulgaria 31
PL - Polonia 30
IR - Iran 29
JP - Giappone 28
ES - Italia 23
AR - Argentina 21
UZ - Uzbekistan 18
JO - Giordania 16
NO - Norvegia 15
BD - Bangladesh 14
MX - Messico 14
ZA - Sudafrica 14
RO - Romania 13
IQ - Iraq 12
PT - Portogallo 11
EC - Ecuador 10
LT - Lituania 10
PE - Perù 10
PH - Filippine 10
CZ - Repubblica Ceca 9
CL - Cile 7
HR - Croazia 7
AL - Albania 6
CO - Colombia 6
PK - Pakistan 6
AU - Australia 5
ET - Etiopia 5
GR - Grecia 5
NG - Nigeria 5
PY - Paraguay 5
RS - Serbia 5
CY - Cipro 4
KE - Kenya 4
MA - Marocco 4
NP - Nepal 4
SA - Arabia Saudita 4
DO - Repubblica Dominicana 3
DZ - Algeria 3
EE - Estonia 3
EG - Egitto 3
EU - Europa 3
GE - Georgia 3
IL - Israele 3
JM - Giamaica 3
KG - Kirghizistan 3
LU - Lussemburgo 3
MY - Malesia 3
SN - Senegal 3
TN - Tunisia 3
AE - Emirati Arabi Uniti 2
AZ - Azerbaigian 2
CR - Costa Rica 2
KW - Kuwait 2
LB - Libano 2
NI - Nicaragua 2
NZ - Nuova Zelanda 2
TT - Trinidad e Tobago 2
TW - Taiwan 2
UY - Uruguay 2
VE - Venezuela 2
AM - Armenia 1
BN - Brunei Darussalam 1
BW - Botswana 1
BY - Bielorussia 1
CG - Congo 1
DK - Danimarca 1
GA - Gabon 1
HU - Ungheria 1
LA - Repubblica Popolare Democratica del Laos 1
LK - Sri Lanka 1
LV - Lettonia 1
LY - Libia 1
MD - Moldavia 1
MK - Macedonia 1
MO - Macao, regione amministrativa speciale della Cina 1
PA - Panama 1
Totale 10.195
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Città #
Singapore 622
Ashburn 601
Dallas 450
Turin 394
Southend 332
Chandler 315
Santa Clara 178
Beijing 174
Seattle 165
Boardman 161
Princeton 154
Brussels 135
Ann Arbor 120
Torino 110
Fairfield 108
Houston 107
Dublin 105
Milan 100
Berlin 95
Seoul 89
Council Bluffs 77
Los Angeles 70
Woodbridge 68
Wilmington 60
San Ramon 56
San Donato Milanese 51
Rome 49
Buffalo 48
Bremen 46
Cambridge 46
Jacksonville 38
Izmir 37
Helsinki 35
New York 35
Jakarta 33
Hefei 32
Ho Chi Minh City 30
Sofia 30
São Paulo 30
Falls Church 29
Chicago 28
Vienna 27
Grafing 25
Hamburg 25
London 24
Bern 23
Hong Kong 22
Nuremberg 21
Tokyo 21
Redondo Beach 20
The Dalles 20
Lappeenranta 19
North Bergen 19
Hanoi 18
Shanghai 18
Istanbul 17
Munich 17
Parma 16
Belo Horizonte 15
Fremont 15
Rio de Janeiro 15
Washington 15
Denver 14
Tashkent 14
Guangzhou 13
Toronto 13
Warsaw 13
Zhengzhou 13
Palermo 12
Stockholm 12
Columbus 11
Frankfurt am Main 11
Vercelli 11
Atlanta 10
Cagliari 10
Changsha 10
Hangzhou 10
Lodz 10
Manchester 10
Montreal 10
San Francisco 10
Yubileyny 10
Catania 9
Nagold 9
Naples 9
Ottawa 9
Redwood City 9
San Antonio 9
San Diego 9
Angri 8
Chennai 8
Genoa 8
Moncalieri 8
Orem 8
Oslo 8
Andover 7
Ankara 7
Baghdad 7
Bologna 7
Des Moines 7
Totale 6.228
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Nome #
Prediction of Cracking Induced by Indirect Actions in RC Structures 364
Partial factor methods for existing structures according to fib Bulletin 80: Assessment of an existing prestressed concrete bridge 355
Robustness of reinforced concrete framed buildings: A comparison between different numerical models 333
A QUANTIFICATION OF MODEL UNCERTAINTIES IN NLFEA OF R.C. SHEAR WALLS SUBJECTED TO REPEATED LOADING 328
A simplified method for predicting early-age stresses in slabs of steel-concrete composite beams in partial interaction 262
Effect of endogenous deformations in composite bridges 261
Assessment of the efficiency of seismic design for structural robustness of rc structures 260
Comparison between non-linear numerical models for R.C. shear walls under cyclic loading 255
Reliability-based evaluation of bond strength for tensed lapped joints and anchorages in new and existing reinforced concrete structures 240
Prestressing of simply supported composite bridges: a cost-benefit analysis 226
Self restrained cracking of reinforced concrete elements 209
Seismic Upgrading of Existing Reinforced Concrete Buildings Using Friction Pendulum Devices: A Probabilistic Evaluation 208
ADVANCES IN RELIABILITY METHODS FOR REINFORCED CONCRETE STRUCTURES 207
Predicting early age cracking of steel-concrete composite beams in partial interaction 203
Toward fib model code 2020: Partial safety factor for resisting model uncertainties in plane stress nlfem analyses of R.C. systems 182
Use of coal fly ash in concrete mixtures for pavements foundations 181
Model uncertainty in non-linear numerical analyses of slender reinforced concrete members 177
Aleatory uncertainties with global resistance safety factors for non-linear analyses of slender reinforced concrete columns 162
Framework for definition of design formulations from empirical and semi-empirical resistance models 145
Resistance model uncertainty in non-linear finite element analyses of cyclically loaded reinforced concrete systems 144
Empirical equations for the direct definition of stress-strain laws for fiber-section-based macromodeling of infilled frames 142
A Sensor for Embedded Stress Measure of Concrete: Testing and Material Heterogeneity Issues 142
Assessment of an Existing Prestressed R.C. Bridge According to fib Bulletin 80 142
Full-scale load test of a PRC bridge beam after 60 years of service life 140
Strain-based method for assessment of global resistance safety factors for NLNAs of reinforced concrete structures 140
A semi-empirical stress-strain model for equivalent strut fiber-section modeling of infilled frames 140
MODEL UNCERTAINTIES IN NLFEAS OF RC SYSTEMS UNDER CYCLIC LOADS 137
Seismic reliability of bridges isolated with FPS 137
Safety assessment of existing prestressed reinforced concrete bridge decks through different approaches 136
Assessment of the Partial Safety Factor Related to Resistance Model Uncertainties in 2D NLFEAs of R.C. Systems 134
Assessment of an existing prestressed concrete bridge in line with fib Bulletin 80 134
Full-Scale Experimental Testing on a Reinforced Bridge RC Beam: Experimental and SHM Results 127
Advances in safety formats for non-linear finite elements analysis of reinforced concrete structures 124
SEISMIC PERFORMANCE OF BRIDGES ISOLATED WITH DCFP DEVICES 124
Approaches to estimate global safety factors for reliability assessment of RC structures using non-linear numerical analyses 123
Partial safety factor for resistance model uncertainties in 2D non-linear finite element analysis of reinforced concrete structures 118
Seismic reliability-based design of hardening structures equipped with double sliding devices 116
Definition of a fiber macro-model for nonlinear analysis of infilled frames 115
EVALUATION OF THE EFFECT OF MASONRY INFILLS ON RESPONSE OF RC BULDINGS EQUIPPED WITH FPS DEVICES: A CASE STUDY 110
From experiments to design: A probabilistic definition of design formulations from empirical and semi-empirical resistance models 105
On the robustness of masonry infilled reinforced concrete structures / Robustezza di strutture in calcestruzzo armato con tamponamenti 103
Space Architecture Goes Green: Investigating the Use of Hemp-Fibre Concrete for Martian Structures 102
Resistance Model Uncertainties in Plane Stress NLFEAs of Reinforced Concrete Systems Subjected to Cyclic Loads 102
Influence of Masonry Infills on Seismic Performance of an Existing RC Building Retrofitted by Means of FPS Devices 96
Experimental evaluation at failure of a PRC bridge beam after 60 years of working life: preliminary results 94
Model Uncertainties in FEM Analyses of Punching Failures of Concrete Slabs 92
Estimation of CoV of global resistance of RC members according to safety formats for NLNAs: a strain-based approach 91
SEISMIC PERFORMANCE OF BRIDGES EQUIPPED WITH FPS 90
OPTIMAL PROPERTIES OF SINGLE CONCAVE FRICTION PENDULUM BEARINGS FOR THE ISOLATION OF BRIDGES SUBJECTED TO FAR FIELD RECORDS 90
Robustness analysis of 3D base-isolated systems 87
Assessment of an existing prestressed concrete bridge according to the partial factor method for existing structures (fib Bulletin 80) 87
Non-linear analyses of slender RC members: on the assessment of global factors for safety verification 85
Comparison of Different Approaches to Derive Global Safety Factors for Non-linear Analyses of Slender RC Members 84
Experimental evaluation of the structural response of a reinforced concrete bridge beam: preliminary results 82
Proposals Within the Safety Formats for Non-linear Finite Element Analysis of Reinforced Concrete Structures 82
Optimal properties of FPS for bridges as a function of the different soil conditions 82
Influence of Slenderness on the Evaluation of Epistemic Uncertainty Related to Non-Linear Numerical Analysis of RC Columns 81
Optimal design of bridges isolated with fps for different soil conditions 81
Reliability assessment of robustness for reinforced concrete moment resisting frames 80
SEISMIC PERFORMANCE OF BRIDGES ISOLATED BY DCFP DEVICES: A PARAMETRIC ANALYSIS 79
Safety formats for non-linear finite element analysis of reinforced concrete structures: discussion, comparison and proposals 79
Seismic reliability-based design of double sliding devices for hardening structures 77
SEISMIC RELIABILITY OF BRIDGES EQUIPPED WITH FPS 75
Optimal response of isolated multi span continous deck subjected to near fault and far field records 74
Assessment of the resistance model uncertainties in plane stress NLFEA of cyclically loaded reinforced concrete systems 74
Structural robustness of reinforced concrete moment resisting frames: deterministic and reliability assessment 73
Influence of multiple failure modes on the prediction of design capacity for reinforced concrete members according to global safety formats for NLFEAs 72
Safety assessment in reliability terms of bridges equipped with isolator devices 68
Probabilistic Assessment of Laps and Anchorages Strength in Reinforced Concrete Structures 68
Partial safety factor for plane stress NLFEAs of cyclically loaded reinforced concrete systems 68
Evaluation in probabilistic terms of behaviour of existing RC structures equipped with friction pendulum devices including presence of masonry infills 66
Design equations from empirical and semi-empirical resisting models: a reliability-based approach 64
Robustness of reinforced concrete frames in seismic zone: preliminary results 60
Robustness and seismic design for 2D reinforced concrete frames: comparisons and suggestions 57
Special Issue: “Assessment and Rehabilitation of Existing Reinforced Concrete Structures and Infrastructures: Methods, Techniques and New Frontiers” † 57
Safety Evaluation of an Existing PRC Bridge Beam: Preliminary Outcomes of In-Situ Test 51
Nonlinear Numerical Analyses of Reinforced Concrete Structures 51
Development of Strain-Based Approach for Safety Assessment of RC Systems using Non-Linear Numerical Methods 49
Estimation of coefficient of variation of global resistance in NLNAs of RC structures on the basis of maximum strain of reinforcement 48
Full-scale experimental testing of a PRC bridge beam after 60 years of serviceability 46
Seismic reliability analysis of isolated deck bridges using friction pendulum devices 46
Global non-linear numerical analysis of slender reinforced concrete members including aleatory uncertainties 45
Probabilistic assessment of an irregular existing RC structure: The effectiveness of the retrofitting intervention using FPS 33
Verifiche di sicurezza di strutture nuove ed esistenti in c.a. e c.a.p. con il metodo degli elementi finiti 30
Totale 10.489
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Categoria #
all - tutte 31.286
article - articoli 9.842
book - libri 0
conference - conferenze 19.554
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.390
Totale 62.072
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021424 0 0 0 0 0 137 35 31 53 89 60 19
2021/2022703 46 27 30 21 25 67 55 41 57 43 124 167
2022/20231.284 83 200 63 114 171 167 113 60 137 59 69 48
2023/2024802 31 116 54 59 28 94 98 42 42 65 77 96
2024/20252.100 35 380 109 216 196 132 134 151 318 113 116 200
2025/20262.608 364 394 724 646 454 26 0 0 0 0 0 0
Totale 10.489