PORTO @ Archivio Istituzionale della Ricerca

GINO, DIEGO
 Distribuzione geografica
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Continente #
NA - Nord America 5.849
AS - Asia 4.650
EU - Europa 4.407
SA - Sud America 489
Continente sconosciuto - Info sul continente non disponibili 297
AF - Africa 79
OC - Oceania 11
Totale 15.782
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Nazione #
US - Stati Uniti d'America 5.682
IT - Italia 1.803
SG - Singapore 1.428
VN - Vietnam 1.285
CN - Cina 697
RU - Federazione Russa 501
GB - Regno Unito 472
DE - Germania 464
BR - Brasile 396
KR - Corea 288
FR - Francia 264
HK - Hong Kong 231
IN - India 156
BE - Belgio 138
SE - Svezia 125
IE - Irlanda 113
TR - Turchia 90
CA - Canada 89
UA - Ucraina 88
BD - Bangladesh 74
FI - Finlandia 65
NL - Olanda 63
JP - Giappone 59
AT - Austria 51
ID - Indonesia 50
PH - Filippine 48
PL - Polonia 40
CH - Svizzera 35
ES - Italia 33
IQ - Iraq 32
IR - Iran 32
AR - Argentina 31
BG - Bulgaria 31
MX - Messico 29
TH - Thailandia 29
TW - Taiwan 23
JO - Giordania 21
UZ - Uzbekistan 20
PK - Pakistan 18
ZA - Sudafrica 17
NO - Norvegia 15
EC - Ecuador 14
PT - Portogallo 14
DZ - Algeria 13
RO - Romania 13
LT - Lituania 12
PE - Perù 12
CO - Colombia 11
JM - Giamaica 11
CZ - Repubblica Ceca 10
SA - Arabia Saudita 10
AU - Australia 9
CL - Cile 9
AL - Albania 8
GR - Grecia 8
MA - Marocco 8
MY - Malesia 8
CR - Costa Rica 7
HR - Croazia 7
EG - Egitto 6
HN - Honduras 6
LU - Lussemburgo 6
NG - Nigeria 6
NI - Nicaragua 6
NP - Nepal 6
VE - Venezuela 6
ET - Etiopia 5
IL - Israele 5
OM - Oman 5
PY - Paraguay 5
RS - Serbia 5
TN - Tunisia 5
UY - Uruguay 5
AE - Emirati Arabi Uniti 4
AZ - Azerbaigian 4
CY - Cipro 4
EE - Estonia 4
KE - Kenya 4
LB - Libano 4
TT - Trinidad e Tobago 4
BY - Bielorussia 3
DO - Repubblica Dominicana 3
EU - Europa 3
GE - Georgia 3
GT - Guatemala 3
KG - Kirghizistan 3
KW - Kuwait 3
MD - Moldavia 3
SN - Senegal 3
BM - Bermuda 2
CG - Congo 2
DK - Danimarca 2
HU - Ungheria 2
KZ - Kazakistan 2
LY - Libia 2
MM - Myanmar 2
MU - Mauritius 2
NZ - Nuova Zelanda 2
SV - El Salvador 2
AM - Armenia 1
Totale 15.463
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Città #
Ashburn 1.006
Singapore 842
San Jose 520
Dallas 467
Turin 428
Ho Chi Minh City 354
Southend 332
Chandler 315
Hanoi 301
Santa Clara 200
Council Bluffs 194
Milan 190
Los Angeles 189
Beijing 177
Seoul 173
Boardman 169
Seattle 166
Hong Kong 162
Princeton 154
Brussels 137
Ann Arbor 120
Houston 113
Torino 110
Fairfield 109
Dublin 105
Berlin 95
Rome 91
Lauterbourg 75
Woodbridge 68
New York 65
Wilmington 60
San Ramon 56
Da Nang 55
Buffalo 51
San Donato Milanese 51
The Dalles 51
Moscow 48
Chicago 47
Bremen 46
Cambridge 46
Haiphong 44
Jacksonville 40
Izmir 38
São Paulo 38
Helsinki 37
Jakarta 34
Hefei 33
Tokyo 32
Falls Church 30
Sofia 30
Vienna 29
London 27
Orem 27
Grafing 25
Hamburg 25
Phoenix 25
Frankfurt am Main 24
North Bergen 24
Bern 23
Nuremberg 22
Shanghai 22
Denver 21
Lappeenranta 20
Redondo Beach 20
Munich 18
Atlanta 17
Istanbul 17
Montreal 17
Toronto 17
Warsaw 17
Washington 17
Belo Horizonte 16
Guangzhou 16
Hải Dương 16
Parma 16
Rio de Janeiro 16
Tashkent 16
Basingstoke 15
Brooklyn 15
Fremont 15
Palermo 15
Baghdad 14
Bến Tre 14
Figino 14
Manchester 14
San Francisco 14
Stockholm 14
Amsterdam 13
Columbus 13
Naples 13
Tân Tiến 13
Zhengzhou 13
Bắc Ninh 12
Nha Trang 12
Changsha 11
Chennai 11
Thái Nguyên 11
Vercelli 11
Biên Hòa 10
Cagliari 10
Totale 9.141
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Nome #
Partial factor methods for existing structures according to fib Bulletin 80: Assessment of an existing prestressed concrete bridge 455
Prediction of Cracking Induced by Indirect Actions in RC Structures 437
A QUANTIFICATION OF MODEL UNCERTAINTIES IN NLFEA OF R.C. SHEAR WALLS SUBJECTED TO REPEATED LOADING 420
Robustness of reinforced concrete framed buildings: A comparison between different numerical models 383
A simplified method for predicting early-age stresses in slabs of steel-concrete composite beams in partial interaction 326
Assessment of the efficiency of seismic design for structural robustness of rc structures 322
Reliability-based evaluation of bond strength for tensed lapped joints and anchorages in new and existing reinforced concrete structures 314
Comparison between non-linear numerical models for R.C. shear walls under cyclic loading 312
Effect of endogenous deformations in composite bridges 303
ADVANCES IN RELIABILITY METHODS FOR REINFORCED CONCRETE STRUCTURES 288
Seismic Upgrading of Existing Reinforced Concrete Buildings Using Friction Pendulum Devices: A Probabilistic Evaluation 288
Safety assessment of existing prestressed reinforced concrete bridge decks through different approaches 281
Self restrained cracking of reinforced concrete elements 254
Toward fib model code 2020: Partial safety factor for resisting model uncertainties in plane stress nlfem analyses of R.C. systems 253
Prestressing of simply supported composite bridges: a cost-benefit analysis 251
Predicting early age cracking of steel-concrete composite beams in partial interaction 250
Model uncertainty in non-linear numerical analyses of slender reinforced concrete members 245
Aleatory uncertainties with global resistance safety factors for non-linear analyses of slender reinforced concrete columns 237
Empirical equations for the direct definition of stress-strain laws for fiber-section-based macromodeling of infilled frames 235
Full-scale load test of a PRC bridge beam after 60 years of service life 229
Framework for definition of design formulations from empirical and semi-empirical resistance models 223
Full-Scale Experimental Testing on a Reinforced Bridge RC Beam: Experimental and SHM Results 222
Resistance model uncertainty in non-linear finite element analyses of cyclically loaded reinforced concrete systems 222
Strain-based method for assessment of global resistance safety factors for NLNAs of reinforced concrete structures 217
Use of coal fly ash in concrete mixtures for pavements foundations 213
Assessment of an existing prestressed concrete bridge in line with fib Bulletin 80 207
Seismic reliability of bridges isolated with FPS 206
Assessment of the Partial Safety Factor Related to Resistance Model Uncertainties in 2D NLFEAs of R.C. Systems 205
A Sensor for Embedded Stress Measure of Concrete: Testing and Material Heterogeneity Issues 202
Partial safety factor for resistance model uncertainties in 2D non-linear finite element analysis of reinforced concrete structures 201
Approaches to estimate global safety factors for reliability assessment of RC structures using non-linear numerical analyses 197
Assessment of an Existing Prestressed R.C. Bridge According to fib Bulletin 80 194
Nonlinear Numerical Analyses of Reinforced Concrete Structures 190
Advances in safety formats for non-linear finite elements analysis of reinforced concrete structures 190
MODEL UNCERTAINTIES IN NLFEAS OF RC SYSTEMS UNDER CYCLIC LOADS 185
Seismic reliability-based design of hardening structures equipped with double sliding devices 183
Reliability assessment of robustness for reinforced concrete moment resisting frames 181
EVALUATION OF THE EFFECT OF MASONRY INFILLS ON RESPONSE OF RC BULDINGS EQUIPPED WITH FPS DEVICES: A CASE STUDY 179
Safety formats for non-linear finite element analysis of reinforced concrete structures: discussion, comparison and proposals 172
SEISMIC PERFORMANCE OF BRIDGES ISOLATED WITH DCFP DEVICES 170
Experimental evaluation at failure of a PRC bridge beam after 60 years of working life: preliminary results 169
Influence of Masonry Infills on Seismic Performance of an Existing RC Building Retrofitted by Means of FPS Devices 169
A semi-empirical stress-strain model for equivalent strut fiber-section modeling of infilled frames 169
Structural robustness of reinforced concrete moment resisting frames: deterministic and reliability assessment 168
Space Architecture Goes Green: Investigating the Use of Hemp-Fibre Concrete for Martian Structures 168
Optimal response of isolated multi span continous deck subjected to near fault and far field records 162
Definition of a fiber macro-model for nonlinear analysis of infilled frames 161
OPTIMAL PROPERTIES OF SINGLE CONCAVE FRICTION PENDULUM BEARINGS FOR THE ISOLATION OF BRIDGES SUBJECTED TO FAR FIELD RECORDS 156
Non-linear analyses of slender RC members: on the assessment of global factors for safety verification 156
From experiments to design: A probabilistic definition of design formulations from empirical and semi-empirical resistance models 155
Optimal design of bridges isolated with fps for different soil conditions 151
Experimental evaluation of the structural response of a reinforced concrete bridge beam: preliminary results 146
Proposals Within the Safety Formats for Non-linear Finite Element Analysis of Reinforced Concrete Structures 146
Estimation of CoV of global resistance of RC members according to safety formats for NLNAs: a strain-based approach 146
Seismic reliability-based design of double sliding devices for hardening structures 142
Resistance Model Uncertainties in Plane Stress NLFEAs of Reinforced Concrete Systems Subjected to Cyclic Loads 141
Comparison of Different Approaches to Derive Global Safety Factors for Non-linear Analyses of Slender RC Members 139
SEISMIC PERFORMANCE OF BRIDGES EQUIPPED WITH FPS 135
On the robustness of masonry infilled reinforced concrete structures / Robustezza di strutture in calcestruzzo armato con tamponamenti 134
Estimation of coefficient of variation of global resistance in NLNAs of RC structures on the basis of maximum strain of reinforcement 133
Influence of Slenderness on the Evaluation of Epistemic Uncertainty Related to Non-Linear Numerical Analysis of RC Columns 132
Safety Evaluation of an Existing PRC Bridge Beam: Preliminary Outcomes of In-Situ Test 129
SEISMIC PERFORMANCE OF BRIDGES ISOLATED BY DCFP DEVICES: A PARAMETRIC ANALYSIS 129
Development of Strain-Based Approach for Safety Assessment of RC Systems using Non-Linear Numerical Methods 129
Influence of multiple failure modes on the prediction of design capacity for reinforced concrete members according to global safety formats for NLFEAs 129
Model Uncertainties in FEM Analyses of Punching Failures of Concrete Slabs 128
Optimal properties of FPS for bridges as a function of the different soil conditions 124
Evaluation in probabilistic terms of behaviour of existing RC structures equipped with friction pendulum devices including presence of masonry infills 122
Assessment of an existing prestressed concrete bridge according to the partial factor method for existing structures (fib Bulletin 80) 121
Full-scale experimental testing of a PRC bridge beam after 60 years of serviceability 120
Robustness analysis of 3D base-isolated systems 119
Probabilistic Assessment of Laps and Anchorages Strength in Reinforced Concrete Structures 117
SEISMIC RELIABILITY OF BRIDGES EQUIPPED WITH FPS 116
Special Issue: “Assessment and Rehabilitation of Existing Reinforced Concrete Structures and Infrastructures: Methods, Techniques and New Frontiers” † 115
Assessment of the resistance model uncertainties in plane stress NLFEA of cyclically loaded reinforced concrete systems 113
Robustness and seismic design for 2D reinforced concrete frames: comparisons and suggestions 111
Design equations from empirical and semi-empirical resisting models: a reliability-based approach 110
Safety assessment in reliability terms of bridges equipped with isolator devices 108
Partial safety factor for plane stress NLFEAs of cyclically loaded reinforced concrete systems 104
Verifiche di sicurezza di strutture nuove ed esistenti in c.a. e c.a.p. con il metodo degli elementi finiti 103
Robustness of reinforced concrete frames in seismic zone: preliminary results 96
Seismic reliability analysis of isolated deck bridges using friction pendulum devices 83
Global non-linear numerical analysis of slender reinforced concrete members including aleatory uncertainties 80
Probabilistic assessment of an irregular existing RC structure: The effectiveness of the retrofitting intervention using FPS 56
Totale 15.782
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Categoria #
all - tutte 43.003
article - articoli 13.403
book - libri 0
conference - conferenze 27.069
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.879
Totale 85.354
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022600 0 0 0 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
2025/20267.019 364 394 724 646 454 391 1.123 484 1.352 628 122 337
2026/2027882 246 159 278 199 0 0 0 0 0 0 0 0
Totale 15.782