GINO, DIEGO
 Distribuzione geografica
Continente #
NA - Nord America 4.969
AS - Asia 4.557
EU - Europa 4.117
SA - Sud America 478
AF - Africa 78
OC - Oceania 11
Continente sconosciuto - Info sul continente non disponibili 3
Totale 14.213
Nazione #
US - Stati Uniti d'America 4.863
IT - Italia 1.575
SG - Singapore 1.391
VN - Vietnam 1.285
CN - Cina 692
RU - Federazione Russa 501
DE - Germania 461
GB - Regno Unito 455
BR - Brasile 389
KR - Corea 288
FR - Francia 263
HK - Hong Kong 227
IN - India 156
BE - Belgio 138
IE - Irlanda 113
SE - Svezia 105
UA - Ucraina 87
TR - Turchia 86
FI - Finlandia 65
JP - Giappone 58
CA - Canada 57
NL - Olanda 57
AT - Austria 51
ID - Indonesia 49
PH - Filippine 47
PL - Polonia 38
BD - Bangladesh 36
CH - Svizzera 34
IQ - Iraq 32
IR - Iran 32
AR - Argentina 31
BG - Bulgaria 31
ES - Italia 30
TH - Thailandia 29
MX - Messico 27
TW - Taiwan 23
JO - Giordania 21
UZ - Uzbekistan 20
PK - Pakistan 18
ZA - Sudafrica 17
NO - Norvegia 15
PT - Portogallo 14
DZ - Algeria 13
RO - Romania 13
EC - Ecuador 12
LT - Lituania 12
PE - Perù 12
CZ - Repubblica Ceca 10
AU - Australia 9
CL - Cile 9
CO - Colombia 9
SA - Arabia Saudita 9
AL - Albania 8
MA - Marocco 8
GR - Grecia 7
HR - Croazia 7
MY - Malesia 7
EG - Egitto 6
JM - Giamaica 6
NG - Nigeria 6
NP - Nepal 6
VE - Venezuela 6
CR - Costa Rica 5
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
KE - Kenya 4
LB - Libano 4
DO - Repubblica Dominicana 3
EE - Estonia 3
EU - Europa 3
GE - Georgia 3
KG - Kirghizistan 3
KW - Kuwait 3
LU - Lussemburgo 3
MD - Moldavia 3
SN - Senegal 3
BY - Bielorussia 2
CG - Congo 2
DK - Danimarca 2
HN - Honduras 2
KZ - Kazakistan 2
LY - Libia 2
MM - Myanmar 2
MU - Mauritius 2
NI - Nicaragua 2
NZ - Nuova Zelanda 2
TT - Trinidad e Tobago 2
AM - Armenia 1
AO - Angola 1
BH - Bahrain 1
BN - Brunei Darussalam 1
BS - Bahamas 1
Totale 14.196
Città #
Singapore 836
Ashburn 799
Dallas 458
Turin 408
San Jose 397
Ho Chi Minh City 354
Southend 332
Chandler 315
Hanoi 301
Santa Clara 185
Los Angeles 183
Beijing 175
Seoul 173
Seattle 165
Boardman 163
Hong Kong 159
Princeton 154
Brussels 137
Ann Arbor 120
Council Bluffs 112
Torino 110
Fairfield 109
Houston 108
Dublin 105
Milan 104
Berlin 95
Lauterbourg 75
Woodbridge 68
Wilmington 60
San Ramon 56
Da Nang 55
Rome 55
New York 54
Buffalo 51
San Donato Milanese 51
The Dalles 51
Moscow 48
Bremen 46
Cambridge 46
Haiphong 44
Izmir 38
Jacksonville 38
São Paulo 38
Helsinki 37
Jakarta 34
Hefei 33
Chicago 32
Tokyo 31
Sofia 30
Falls Church 29
Vienna 29
Orem 27
London 26
Grafing 25
Hamburg 25
North Bergen 24
Bern 23
Frankfurt am Main 22
Nuremberg 22
Shanghai 22
Denver 20
Lappeenranta 20
Redondo Beach 20
Munich 18
Istanbul 17
Belo Horizonte 16
Guangzhou 16
Hải Dương 16
Parma 16
Rio de Janeiro 16
Tashkent 16
Warsaw 16
Basingstoke 15
Fremont 15
Palermo 15
Washington 15
Atlanta 14
Baghdad 14
Bến Tre 14
Stockholm 14
Amsterdam 13
Manchester 13
Montreal 13
Toronto 13
Tân Tiến 13
Zhengzhou 13
Bắc Ninh 12
Columbus 12
Nha Trang 12
San Francisco 12
Changsha 11
Chennai 11
Thái Nguyên 11
Vercelli 11
Biên Hòa 10
Cagliari 10
Can Tho 10
Catania 10
Hangzhou 10
Lodz 10
Totale 8.455
Nome #
Partial factor methods for existing structures according to fib Bulletin 80: Assessment of an existing prestressed concrete bridge 425
Prediction of Cracking Induced by Indirect Actions in RC Structures 419
A QUANTIFICATION OF MODEL UNCERTAINTIES IN NLFEA OF R.C. SHEAR WALLS SUBJECTED TO REPEATED LOADING 399
Robustness of reinforced concrete framed buildings: A comparison between different numerical models 370
Assessment of the efficiency of seismic design for structural robustness of rc structures 311
A simplified method for predicting early-age stresses in slabs of steel-concrete composite beams in partial interaction 311
Comparison between non-linear numerical models for R.C. shear walls under cyclic loading 308
Reliability-based evaluation of bond strength for tensed lapped joints and anchorages in new and existing reinforced concrete structures 297
Effect of endogenous deformations in composite bridges 295
Seismic Upgrading of Existing Reinforced Concrete Buildings Using Friction Pendulum Devices: A Probabilistic Evaluation 277
ADVANCES IN RELIABILITY METHODS FOR REINFORCED CONCRETE STRUCTURES 255
Predicting early age cracking of steel-concrete composite beams in partial interaction 242
Prestressing of simply supported composite bridges: a cost-benefit analysis 242
Self restrained cracking of reinforced concrete elements 240
Toward fib model code 2020: Partial safety factor for resisting model uncertainties in plane stress nlfem analyses of R.C. systems 231
Model uncertainty in non-linear numerical analyses of slender reinforced concrete members 229
Safety assessment of existing prestressed reinforced concrete bridge decks through different approaches 220
Empirical equations for the direct definition of stress-strain laws for fiber-section-based macromodeling of infilled frames 219
Aleatory uncertainties with global resistance safety factors for non-linear analyses of slender reinforced concrete columns 219
Use of coal fly ash in concrete mixtures for pavements foundations 208
Full-Scale Experimental Testing on a Reinforced Bridge RC Beam: Experimental and SHM Results 202
Framework for definition of design formulations from empirical and semi-empirical resistance models 201
Resistance model uncertainty in non-linear finite element analyses of cyclically loaded reinforced concrete systems 198
Seismic reliability of bridges isolated with FPS 196
Strain-based method for assessment of global resistance safety factors for NLNAs of reinforced concrete structures 195
Full-scale load test of a PRC bridge beam after 60 years of service life 193
Assessment of an existing prestressed concrete bridge in line with fib Bulletin 80 191
A Sensor for Embedded Stress Measure of Concrete: Testing and Material Heterogeneity Issues 189
Assessment of the Partial Safety Factor Related to Resistance Model Uncertainties in 2D NLFEAs of R.C. Systems 188
Assessment of an Existing Prestressed R.C. Bridge According to fib Bulletin 80 187
Partial safety factor for resistance model uncertainties in 2D non-linear finite element analysis of reinforced concrete structures 179
MODEL UNCERTAINTIES IN NLFEAS OF RC SYSTEMS UNDER CYCLIC LOADS 174
Approaches to estimate global safety factors for reliability assessment of RC structures using non-linear numerical analyses 169
Seismic reliability-based design of hardening structures equipped with double sliding devices 169
Advances in safety formats for non-linear finite elements analysis of reinforced concrete structures 166
EVALUATION OF THE EFFECT OF MASONRY INFILLS ON RESPONSE OF RC BULDINGS EQUIPPED WITH FPS DEVICES: A CASE STUDY 165
A semi-empirical stress-strain model for equivalent strut fiber-section modeling of infilled frames 162
SEISMIC PERFORMANCE OF BRIDGES ISOLATED WITH DCFP DEVICES 161
Experimental evaluation at failure of a PRC bridge beam after 60 years of working life: preliminary results 160
Influence of Masonry Infills on Seismic Performance of an Existing RC Building Retrofitted by Means of FPS Devices 157
Reliability assessment of robustness for reinforced concrete moment resisting frames 156
Space Architecture Goes Green: Investigating the Use of Hemp-Fibre Concrete for Martian Structures 155
Definition of a fiber macro-model for nonlinear analysis of infilled frames 151
Safety formats for non-linear finite element analysis of reinforced concrete structures: discussion, comparison and proposals 151
Optimal response of isolated multi span continous deck subjected to near fault and far field records 149
From experiments to design: A probabilistic definition of design formulations from empirical and semi-empirical resistance models 146
OPTIMAL PROPERTIES OF SINGLE CONCAVE FRICTION PENDULUM BEARINGS FOR THE ISOLATION OF BRIDGES SUBJECTED TO FAR FIELD RECORDS 142
Non-linear analyses of slender RC members: on the assessment of global factors for safety verification 140
Optimal design of bridges isolated with fps for different soil conditions 140
Experimental evaluation of the structural response of a reinforced concrete bridge beam: preliminary results 137
Seismic reliability-based design of double sliding devices for hardening structures 136
Proposals Within the Safety Formats for Non-linear Finite Element Analysis of Reinforced Concrete Structures 135
Resistance Model Uncertainties in Plane Stress NLFEAs of Reinforced Concrete Systems Subjected to Cyclic Loads 135
Estimation of CoV of global resistance of RC members according to safety formats for NLNAs: a strain-based approach 135
Structural robustness of reinforced concrete moment resisting frames: deterministic and reliability assessment 132
On the robustness of masonry infilled reinforced concrete structures / Robustezza di strutture in calcestruzzo armato con tamponamenti 130
Comparison of Different Approaches to Derive Global Safety Factors for Non-linear Analyses of Slender RC Members 127
SEISMIC PERFORMANCE OF BRIDGES EQUIPPED WITH FPS 126
Influence of Slenderness on the Evaluation of Epistemic Uncertainty Related to Non-Linear Numerical Analysis of RC Columns 124
Model Uncertainties in FEM Analyses of Punching Failures of Concrete Slabs 124
SEISMIC PERFORMANCE OF BRIDGES ISOLATED BY DCFP DEVICES: A PARAMETRIC ANALYSIS 122
Estimation of coefficient of variation of global resistance in NLNAs of RC structures on the basis of maximum strain of reinforcement 121
Influence of multiple failure modes on the prediction of design capacity for reinforced concrete members according to global safety formats for NLFEAs 117
Optimal properties of FPS for bridges as a function of the different soil conditions 117
Probabilistic Assessment of Laps and Anchorages Strength in Reinforced Concrete Structures 114
Assessment of an existing prestressed concrete bridge according to the partial factor method for existing structures (fib Bulletin 80) 114
SEISMIC RELIABILITY OF BRIDGES EQUIPPED WITH FPS 110
Robustness analysis of 3D base-isolated systems 110
Safety Evaluation of an Existing PRC Bridge Beam: Preliminary Outcomes of In-Situ Test 109
Development of Strain-Based Approach for Safety Assessment of RC Systems using Non-Linear Numerical Methods 108
Assessment of the resistance model uncertainties in plane stress NLFEA of cyclically loaded reinforced concrete systems 108
Evaluation in probabilistic terms of behaviour of existing RC structures equipped with friction pendulum devices including presence of masonry infills 107
Design equations from empirical and semi-empirical resisting models: a reliability-based approach 106
Full-scale experimental testing of a PRC bridge beam after 60 years of serviceability 105
Robustness and seismic design for 2D reinforced concrete frames: comparisons and suggestions 103
Special Issue: “Assessment and Rehabilitation of Existing Reinforced Concrete Structures and Infrastructures: Methods, Techniques and New Frontiers” † 100
Partial safety factor for plane stress NLFEAs of cyclically loaded reinforced concrete systems 97
Safety assessment in reliability terms of bridges equipped with isolator devices 95
Nonlinear Numerical Analyses of Reinforced Concrete Structures 92
Verifiche di sicurezza di strutture nuove ed esistenti in c.a. e c.a.p. con il metodo degli elementi finiti 84
Robustness of reinforced concrete frames in seismic zone: preliminary results 82
Seismic reliability analysis of isolated deck bridges using friction pendulum devices 73
Global non-linear numerical analysis of slender reinforced concrete members including aleatory uncertainties 71
Probabilistic assessment of an irregular existing RC structure: The effectiveness of the retrofitting intervention using FPS 50
Totale 14.505
Categoria #
all - tutte 37.513
article - articoli 11.763
book - libri 0
conference - conferenze 23.553
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.622
Totale 74.451


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202179 0 0 0 0 0 0 0 0 0 0 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
2025/20266.624 364 394 724 646 454 391 1.123 484 1.352 628 64 0
Totale 14.505