PORTO @ Archivio Istituzionale della Ricerca

GINO, DIEGO
 Distribuzione geografica
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Continente #
NA - Nord America 3.633
EU - Europa 3.315
AS - Asia 1.760
SA - Sud America 322
AF - Africa 32
OC - Oceania 7
Continente sconosciuto - Info sul continente non disponibili 3
Totale 9.072
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Nazione #
US - Stati Uniti d'America 3.580
IT - Italia 1.435
SG - Singapore 669
CN - Cina 490
DE - Germania 443
GB - Regno Unito 414
BR - Brasile 284
KR - Corea 184
FR - Francia 167
BE - Belgio 136
IE - Irlanda 111
RU - Federazione Russa 96
SE - Svezia 93
UA - Ucraina 78
TR - Turchia 75
HK - Hong Kong 57
FI - Finlandia 54
VN - Vietnam 51
AT - Austria 49
IN - India 45
ID - Indonesia 39
CA - Canada 38
NL - Olanda 36
CH - Svizzera 33
BG - Bulgaria 31
IR - Iran 25
JP - Giappone 24
PL - Polonia 24
ES - Italia 21
UZ - Uzbekistan 18
JO - Giordania 16
NO - Norvegia 15
RO - Romania 13
AR - Argentina 11
PT - Portogallo 11
IQ - Iraq 10
BD - Bangladesh 9
CZ - Repubblica Ceca 9
PH - Filippine 9
ZA - Sudafrica 9
PE - Perù 8
EC - Ecuador 7
HR - Croazia 7
LT - Lituania 7
MX - Messico 7
AL - Albania 6
PK - Pakistan 6
AU - Australia 5
GR - Grecia 5
RS - Serbia 5
CY - Cipro 4
ET - Etiopia 4
NP - Nepal 4
SA - Arabia Saudita 4
CO - Colombia 3
DZ - Algeria 3
EG - Egitto 3
EU - Europa 3
GE - Georgia 3
IL - Israele 3
KG - Kirghizistan 3
LU - Lussemburgo 3
PY - Paraguay 3
SN - Senegal 3
AE - Emirati Arabi Uniti 2
AZ - Azerbaigian 2
CL - Cile 2
CR - Costa Rica 2
EE - Estonia 2
JM - Giamaica 2
LB - Libano 2
MA - Marocco 2
MY - Malesia 2
NG - Nigeria 2
NZ - Nuova Zelanda 2
TN - Tunisia 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
DO - Repubblica Dominicana 1
GA - Gabon 1
HU - Ungheria 1
KE - Kenya 1
KW - Kuwait 1
LA - Repubblica Popolare Democratica del Laos 1
LV - Lettonia 1
MD - Moldavia 1
MK - Macedonia 1
MO - Macao, regione amministrativa speciale della Cina 1
PA - Panama 1
PS - Palestinian Territory 1
QA - Qatar 1
Totale 9.072
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Città #
Ashburn 497
Dallas 446
Singapore 376
Turin 372
Southend 332
Chandler 315
Santa Clara 174
Seattle 164
Boardman 161
Princeton 154
Beijing 146
Brussels 135
Ann Arbor 120
Torino 110
Fairfield 108
Dublin 104
Houston 103
Milan 96
Berlin 95
Seoul 86
Council Bluffs 75
Woodbridge 68
Wilmington 60
San Ramon 56
San Donato Milanese 51
Rome 48
Bremen 46
Cambridge 46
Los Angeles 39
Jacksonville 38
Izmir 37
Buffalo 36
Helsinki 35
Jakarta 33
Sofia 30
Falls Church 29
Vienna 27
Chicago 26
Grafing 25
São Paulo 24
Bern 23
Hamburg 22
Nuremberg 21
London 20
New York 20
Hong Kong 18
Istanbul 17
Munich 17
Shanghai 17
Tokyo 17
Parma 16
The Dalles 16
Belo Horizonte 15
Fremont 15
Ho Chi Minh City 15
Redondo Beach 15
Washington 15
Tashkent 14
Guangzhou 13
Hefei 13
Zhengzhou 13
Lappeenranta 12
Palermo 12
Columbus 11
Frankfurt am Main 11
Rio de Janeiro 11
Toronto 11
Vercelli 11
Cagliari 10
Hangzhou 10
Lodz 10
San Francisco 10
Yubileyny 10
Catania 9
Changsha 9
Nagold 9
Ottawa 9
Redwood City 9
San Antonio 9
San Diego 9
Angri 8
Genoa 8
Hanoi 8
Manchester 8
Moncalieri 8
Oslo 8
Andover 7
Bologna 7
Des Moines 7
Naples 7
Norwalk 7
Predazzo 7
Varese 7
Warsaw 7
Zagreb 7
Zaporozhye 7
Zurich 7
Atlanta 6
Baghdad 6
Bari 6
Totale 5.610
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Nome #
Prediction of Cracking Induced by Indirect Actions in RC Structures 342
Partial factor methods for existing structures according to fib Bulletin 80: Assessment of an existing prestressed concrete bridge 337
Robustness of reinforced concrete framed buildings: A comparison between different numerical models 322
A QUANTIFICATION OF MODEL UNCERTAINTIES IN NLFEA OF R.C. SHEAR WALLS SUBJECTED TO REPEATED LOADING 304
Effect of endogenous deformations in composite bridges 256
A simplified method for predicting early-age stresses in slabs of steel-concrete composite beams in partial interaction 252
Comparison between non-linear numerical models for R.C. shear walls under cyclic loading 247
Assessment of the efficiency of seismic design for structural robustness of rc structures 243
Reliability-based evaluation of bond strength for tensed lapped joints and anchorages in new and existing reinforced concrete structures 223
Prestressing of simply supported composite bridges: a cost-benefit analysis 217
Self restrained cracking of reinforced concrete elements 198
ADVANCES IN RELIABILITY METHODS FOR REINFORCED CONCRETE STRUCTURES 195
Predicting early age cracking of steel-concrete composite beams in partial interaction 192
Seismic Upgrading of Existing Reinforced Concrete Buildings Using Friction Pendulum Devices: A Probabilistic Evaluation 179
Use of coal fly ash in concrete mixtures for pavements foundations 176
Toward fib model code 2020: Partial safety factor for resisting model uncertainties in plane stress nlfem analyses of R.C. systems 168
Model uncertainty in non-linear numerical analyses of slender reinforced concrete members 167
Aleatory uncertainties with global resistance safety factors for non-linear analyses of slender reinforced concrete columns 145
A semi-empirical stress-strain model for equivalent strut fiber-section modeling of infilled frames 133
A Sensor for Embedded Stress Measure of Concrete: Testing and Material Heterogeneity Issues 132
Strain-based method for assessment of global resistance safety factors for NLNAs of reinforced concrete structures 131
Resistance model uncertainty in non-linear finite element analyses of cyclically loaded reinforced concrete systems 129
Seismic reliability of bridges isolated with FPS 129
Safety assessment of existing prestressed reinforced concrete bridge decks through different approaches 127
Framework for definition of design formulations from empirical and semi-empirical resistance models 127
MODEL UNCERTAINTIES IN NLFEAS OF RC SYSTEMS UNDER CYCLIC LOADS 127
Empirical equations for the direct definition of stress-strain laws for fiber-section-based macromodeling of infilled frames 122
Assessment of the Partial Safety Factor Related to Resistance Model Uncertainties in 2D NLFEAs of R.C. Systems 122
SEISMIC PERFORMANCE OF BRIDGES ISOLATED WITH DCFP DEVICES 118
Assessment of an Existing Prestressed R.C. Bridge According to fib Bulletin 80 118
Assessment of an existing prestressed concrete bridge in line with fib Bulletin 80 117
Advances in safety formats for non-linear finite elements analysis of reinforced concrete structures 115
Full-Scale Experimental Testing on a Reinforced Bridge RC Beam: Experimental and SHM Results 112
Definition of a fiber macro-model for nonlinear analysis of infilled frames 112
Approaches to estimate global safety factors for reliability assessment of RC structures using non-linear numerical analyses 107
Full-scale load test of a PRC bridge beam after 60 years of service life 106
Seismic reliability-based design of hardening structures equipped with double sliding devices 106
Partial safety factor for resistance model uncertainties in 2D non-linear finite element analysis of reinforced concrete structures 104
On the robustness of masonry infilled reinforced concrete structures / Robustezza di strutture in calcestruzzo armato con tamponamenti 96
From experiments to design: A probabilistic definition of design formulations from empirical and semi-empirical resistance models 96
Experimental evaluation at failure of a PRC bridge beam after 60 years of working life: preliminary results 86
Robustness analysis of 3D base-isolated systems 83
Assessment of an existing prestressed concrete bridge according to the partial factor method for existing structures (fib Bulletin 80) 83
Model Uncertainties in FEM Analyses of Punching Failures of Concrete Slabs 83
OPTIMAL PROPERTIES OF SINGLE CONCAVE FRICTION PENDULUM BEARINGS FOR THE ISOLATION OF BRIDGES SUBJECTED TO FAR FIELD RECORDS 82
EVALUATION OF THE EFFECT OF MASONRY INFILLS ON RESPONSE OF RC BULDINGS EQUIPPED WITH FPS DEVICES: A CASE STUDY 82
Space Architecture Goes Green: Investigating the Use of Hemp-Fibre Concrete for Martian Structures 80
SEISMIC PERFORMANCE OF BRIDGES EQUIPPED WITH FPS 79
Comparison of Different Approaches to Derive Global Safety Factors for Non-linear Analyses of Slender RC Members 77
Non-linear analyses of slender RC members: on the assessment of global factors for safety verification 77
Optimal design of bridges isolated with fps for different soil conditions 77
Experimental evaluation of the structural response of a reinforced concrete bridge beam: preliminary results 76
Estimation of CoV of global resistance of RC members according to safety formats for NLNAs: a strain-based approach 73
Influence of Masonry Infills on Seismic Performance of an Existing RC Building Retrofitted by Means of FPS Devices 72
Influence of Slenderness on the Evaluation of Epistemic Uncertainty Related to Non-Linear Numerical Analysis of RC Columns 72
SEISMIC PERFORMANCE OF BRIDGES ISOLATED BY DCFP DEVICES: A PARAMETRIC ANALYSIS 71
SEISMIC RELIABILITY OF BRIDGES EQUIPPED WITH FPS 70
Safety formats for non-linear finite element analysis of reinforced concrete structures: discussion, comparison and proposals 70
Seismic reliability-based design of double sliding devices for hardening structures 69
Assessment of the resistance model uncertainties in plane stress NLFEA of cyclically loaded reinforced concrete systems 69
Optimal properties of FPS for bridges as a function of the different soil conditions 68
Resistance Model Uncertainties in Plane Stress NLFEAs of Reinforced Concrete Systems Subjected to Cyclic Loads 64
Proposals Within the Safety Formats for Non-linear Finite Element Analysis of Reinforced Concrete Structures 63
Safety assessment in reliability terms of bridges equipped with isolator devices 62
Design equations from empirical and semi-empirical resisting models: a reliability-based approach 61
Evaluation in probabilistic terms of behaviour of existing RC structures equipped with friction pendulum devices including presence of masonry infills 61
Probabilistic Assessment of Laps and Anchorages Strength in Reinforced Concrete Structures 60
Partial safety factor for plane stress NLFEAs of cyclically loaded reinforced concrete systems 59
Influence of multiple failure modes on the prediction of design capacity for reinforced concrete members according to global safety formats for NLFEAs 58
Robustness of reinforced concrete frames in seismic zone: preliminary results 54
Reliability assessment of robustness for reinforced concrete moment resisting frames 52
Special Issue: “Assessment and Rehabilitation of Existing Reinforced Concrete Structures and Infrastructures: Methods, Techniques and New Frontiers” † 50
Seismic reliability analysis of isolated deck bridges using friction pendulum devices 42
Structural robustness of reinforced concrete moment resisting frames: deterministic and reliability assessment 39
Robustness and seismic design for 2D reinforced concrete frames: comparisons and suggestions 39
Global non-linear numerical analysis of slender reinforced concrete members including aleatory uncertainties 38
Safety Evaluation of an Existing PRC Bridge Beam: Preliminary Outcomes of In-Situ Test 34
Optimal response of isolated multi span continous deck subjected to near fault and far field records 33
Full-scale experimental testing of a PRC bridge beam after 60 years of serviceability 32
Estimation of coefficient of variation of global resistance in NLNAs of RC structures on the basis of maximum strain of reinforcement 30
Nonlinear Numerical Analyses of Reinforced Concrete Structures 29
Development of Strain-Based Approach for Safety Assessment of RC Systems using Non-Linear Numerical Methods 24
Verifiche di sicurezza di strutture nuove ed esistenti in c.a. e c.a.p. con il metodo degli elementi finiti 16
Probabilistic assessment of an irregular existing RC structure: The effectiveness of the retrofitting intervention using FPS 16
Totale 9.364
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Categoria #
all - tutte 28.462
article - articoli 9.014
book - libri 0
conference - conferenze 17.716
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.264
Totale 56.456
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021508 0 0 0 61 23 137 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
2025/20261.483 364 394 724 1 0 0 0 0 0 0 0 0
Totale 9.364