PORTO @ Archivio Istituzionale della Ricerca

BERTAGNOLI, GABRIELE
 Distribuzione geografica
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Continente #
EU - Europa 8.464
NA - Nord America 6.764
AS - Asia 1.513
SA - Sud America 52
AF - Africa 29
OC - Oceania 11
Continente sconosciuto - Info sul continente non disponibili 3
Totale 16.836
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Nazione #
US - Stati Uniti d'America 6.706
IT - Italia 2.754
DE - Germania 1.730
GB - Regno Unito 1.155
FR - Francia 806
CN - Cina 547
UA - Ucraina 406
SG - Singapore 355
SK - Slovacchia (Repubblica Slovacca) 291
TR - Turchia 206
KR - Corea 194
IE - Irlanda 193
SE - Svezia 191
RU - Federazione Russa 181
BE - Belgio 147
CH - Svizzera 114
NL - Olanda 94
FI - Finlandia 91
AT - Austria 75
CA - Canada 54
ES - Italia 41
ID - Indonesia 35
IN - India 35
HK - Hong Kong 33
JO - Giordania 31
BG - Bulgaria 25
BR - Brasile 25
PL - Polonia 25
IR - Iran 20
PT - Portogallo 17
CL - Cile 14
JP - Giappone 13
RO - Romania 13
EU - Europa 12
UZ - Uzbekistan 12
AP - ???statistics.table.value.countryCode.AP??? 11
AU - Australia 10
VN - Vietnam 10
GR - Grecia 9
AE - Emirati Arabi Uniti 8
HR - Croazia 8
RS - Serbia 8
DZ - Algeria 7
EE - Estonia 7
HU - Ungheria 7
PK - Pakistan 7
CO - Colombia 6
DK - Danimarca 6
LT - Lituania 6
MY - Malesia 6
NO - Norvegia 6
SA - Arabia Saudita 6
SN - Senegal 6
CZ - Repubblica Ceca 5
NG - Nigeria 4
PE - Perù 4
TW - Taiwan 4
ZA - Sudafrica 4
BA - Bosnia-Erzegovina 3
ET - Etiopia 3
IL - Israele 3
IQ - Iraq 3
BY - Bielorussia 2
CY - Cipro 2
MA - Marocco 2
MC - Monaco 2
MX - Messico 2
VE - Venezuela 2
BD - Bangladesh 1
EC - Ecuador 1
EG - Egitto 1
GT - Guatemala 1
KH - Cambogia 1
KZ - Kazakistan 1
LB - Libano 1
LV - Lettonia 1
MD - Moldavia 1
MO - Macao, regione amministrativa speciale della Cina 1
NZ - Nuova Zelanda 1
PH - Filippine 1
SC - Seychelles 1
TH - Thailandia 1
TN - Tunisia 1
TT - Trinidad e Tobago 1
Totale 16.836
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Città #
Ashburn 1.682
Southend 991
Turin 647
Seattle 593
Chandler 482
Princeton 304
Fairfield 290
Bratislava 282
Singapore 281
Ann Arbor 267
Boardman 261
Santa Clara 261
Jacksonville 216
Beijing 194
Houston 189
Dublin 188
Berlin 184
Torino 183
Woodbridge 147
Milan 144
San Ramon 142
Wilmington 139
Brussels 135
Izmir 132
Chicago 117
Cambridge 116
Bologna 102
Bern 100
Council Bluffs 91
San Donato Milanese 89
Helsinki 86
Rome 78
Vienna 70
New York 66
Bremen 63
Zhengzhou 61
Grafing 55
Guangzhou 52
Seoul 52
Zaporozhye 52
Frankfurt 48
Lanzo Torinese 46
Shanghai 41
Pennsylvania Furnace 40
Falls Church 39
Baltimore 37
San Francisco 37
Saint Petersburg 36
Jakarta 34
Monopoli 34
Overberg 32
Malatya 29
Hangzhou 28
Palermo 28
Mountain View 27
Istanbul 26
London 25
Sofia 25
Washington 25
Padua 24
Buffalo 23
Redwood City 22
Toronto 22
Naples 20
San Diego 20
Yubileyny 18
Catania 17
Andover 16
Bari 16
Messina 16
Ningbo 15
Frankfurt am Main 14
Fremont 14
Nanjing 13
Paris 13
Wuhan 13
Cagliari 12
Indiana 12
Secaucus 12
Shenzhen 12
Atlanta 11
Cremona 11
Florence 11
San Antonio 11
Lodz 10
Modena 10
Norwalk 10
Parma 10
Putian 10
Wolverhampton 10
Moscow 9
Mulhouse 9
Pavia 9
Piscataway 9
Tribano 9
Udine 9
Foggia 8
Ivrea 8
Lansing 8
Melun 8
Totale 10.755
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Nome #
On the maximum punching shear resistance adjacent to the column 478
A comparison of finite element solutions for 2d reinforced concrete structures 349
Forma Chiusa per l’Ottimizzazione dell'Armatura in Strutture in Calcestruzzo soggette a Stati Piani di Tensione 321
Autogenous Crack Control during Construction Phases of MOSE Venice Dams 315
Prediction of Cracking Induced by Indirect Actions in RC Structures 310
Robustness of reinforced concrete framed buildings: A comparison between different numerical models 308
Comparison between safety formats in nonlinear analysis of a reinforced concrete structure 305
A hybrid genetic algorithm for skew reinforcement minimization in concrete shell finite elements 300
Early age cracking of massive concrete piers 299
Design and optimization of skew reinforcement in concrete shells 294
Effect of concrete tensile strength in non linear analyses of 2D structures - a comparison between three commercial finite element softwares 288
Comportamento a rottura di plinto a pozzetto prefabbricato 272
Optimization of concrete shells using genetic algorithms 271
A Metaheuristic Approach to Skew Reinforcement Optimization in Concrete Shells Under Multiple Loading Conditions 270
Partial factor methods for existing structures according to fib Bulletin 80: Assessment of an existing prestressed concrete bridge 270
A QUANTIFICATION OF MODEL UNCERTAINTIES IN NLFEA OF R.C. SHEAR WALLS SUBJECTED TO REPEATED LOADING 266
Use of different numerical models to evaluate the robustness of reinforced concrete frame structures 259
Skew Reinforcement Optimization in Concrete Shells subject to Uncertain Loading Conditions 258
Rain-Wind Induced Vibrations in Stay Cables: a Parametric Study 258
Early age cracking of massive concrete piers 257
A Finite Element formulation for concrete structures in plane stress 257
Stay cables vibrations due to rain-wind interaction: a sensitivity study 252
Optimum Reinforcement Design in Concrete Membrane Elements 251
Rotating compression field model for reinforced concrete beams under prevalent shear actions 249
Effect of endogenous deformations in composite bridges 244
A bi-level heuristic for skew reinforcement in concrete shells subjected to different loading conditions 243
Design of massive casting controlling early age properties of concrete 240
Autogenous deformations in massive concrete structures 233
Orthotropic Model for the Analysis of Beams with Corrugated Steel Webs 230
A simplified method for predicting early-age stresses in slabs of steel-concrete composite beams in partial interaction 230
Discussion: Failure analysis of hollow-core slabs tested in shear 227
Coupling of prestressing tendons in segmental construction 224
Comparison between non-linear numerical models for R.C. shear walls under cyclic loading 224
Safety format for the nonlinear analysis of concrete structures 218
Optimum Reinforcement Design of Concrete Shell Elements by means of a Genetic Algorithm 216
A compact finite element model for N.L. analysis of concrete structures 212
Numerical modeling of early age concretehardening 208
Prestressing of simply supported composite bridges: a cost-benefit analysis 204
FAILURE ANALISYS OF HOLLOW CORE SLABS TESTED IN SHEAR 200
Local effects of coupling of prestressing tendons in structural joints 196
Controllo dell'apertura delle fessure in elementi bidimensionali in c.a. 192
Skew reinforcement design in reinforced concrete two dimensional elements 189
Effect of Endogenous Deformations in Composite Bridge Beams 188
Reliability-based evaluation of bond strength for tensed lapped joints and anchorages in new and existing reinforced concrete structures 186
EVALUATION OF SEISMIC FRAGILITY OF INFILLED REINFORCED CONCRETE FRAMES SUBJECT TO AFTERSHOCKS 182
Repair and strengthening of damaged prestressed structures 181
Predicting early age cracking of steel-concrete composite beams in partial interaction 180
Modelling R.C. Structures in presence of reinforcement corrosion 179
Bond deterioration due to corrosion and actual bearing capacity 178
Crack width control in two dimensional reinforced concrete elements 177
Progetto delle zone di accoppiamento dei cavi di precompressione 176
Self restrained cracking of reinforced concrete elements 172
Skew reinforcement design in reinforced concrete two dimensional elements 168
Modellazione resistente dei solai alveolari 166
Safety format for non-linear analysis 164
Design models for deteriorated concrete bridges 160
Use of coal fly ash in concrete mixtures for pavements foundations 158
Seismic Upgrading of Existing Reinforced Concrete Buildings Using Friction Pendulum Devices: A Probabilistic Evaluation 149
Finite element modeling of beams under prevalent shear actions 147
A IDA based Framework for the Assessment of Seismic Fragility of Infilled Frames with and without prior Seismic Damage 144
Non linear finite element for reinforced concrete structures in plane stress 133
A semi-empirical stress-strain model for equivalent strut fiber-section modeling of infilled frames 119
Experimental testing of two novel stress sensors for SHM of masonry structures 118
Toward fib model code 2020: Partial safety factor for resisting model uncertainties in plane stress nlfem analyses of R.C. systems 112
A Sensor for Embedded Stress Measure of Concrete: Testing and Material Heterogeneity Issues 111
Assessment of the Partial Safety Factor Related to Resistance Model Uncertainties in 2D NLFEAs of R.C. Systems 103
Advances in safety formats for non-linear finite elements analysis of reinforced concrete structures 100
Resistance model uncertainty in non-linear finite element analyses of cyclically loaded reinforced concrete systems 95
Fragility Curves for Assessing the Seismic Vulnerability of Multi-Drum Ancient Columns 94
Definition of a fiber macro-model for nonlinear analysis of infilled frames 93
Empirical equations for the direct definition of stress-strain laws for fiber-section-based macromodeling of infilled frames 88
A large scale SHM system: A case study on pre-stressed bridge and cloud architecture 85
Calcium Sulfoaluminate Based Concrete - Mechanical Characterization 82
Evaluation of internal actions in tunnel lining applying genetic algorithms to monitoring data 74
Cracking analysis of plane stress reinforced concrete structures 72
Partial safety factor for resistance model uncertainties in 2D non-linear finite element analysis of reinforced concrete structures 72
Model Uncertainties in FEM Analyses of Punching Failures of Concrete Slabs 70
Assessment of an existing prestressed concrete bridge according to the partial factor method for existing structures (fib Bulletin 80) 69
Large Scale Monitoring System for Existing Structures and Infrastructures 67
Finite element modelling of a Capacitive Stress Sensor 66
Safety assessment of existing prestressed reinforced concrete bridge decks through different approaches 63
Macroelement Model for the Progressive-Collapse Analysis of Infilled Frames 63
EVALUATION OF FRAGILITY OF INFILLED FRAME STRUCTURES SUBJECT AFTERSHOCKS BY MEANS OF DOUBLE INCREMENTAL DYNAMIC ANALYSIS APPROACH 62
Safety assessment of an existing bridge deck subject to different damage scenarios through the global safety format ECOV 62
Performance of two innovative stress sensors imbedded in mortar joints of new masonry elements 60
Preliminary Investigation on Steel Jacketing Retrofitting of Concrete Bridges Half-Joints 59
Dynamic Response of Infilled Frames Subject to Accidental Column Losses 56
Structural Health Monitoring Issues Using Inclinometers on Prestressed Concrete Girder Bridge Decks 53
Design equations from empirical and semi-empirical resisting models: a reliability-based approach 52
PARTE TERZA - Progetti per l’intersezione tra la ciclovia del - Canale Cavour e il fiume Sesia 52
Calibration of Ground Pressure on Tunnel Lining in Genetic Algorithm Application for Structural Monitoring 51
Preliminary validation of an innovative stress sensor for the Structural Health Monitoring of masonry buildings 50
A new empirical formulation for the out-of-plane resistance of masonry infills in reinforced concrete frames 50
Probabilistic Assessment of Laps and Anchorages Strength in Reinforced Concrete Structures 49
Optimal design of steel exoskeleton for the retrofitting of RC buildings via genetic algorithm 48
Out-of-Plane fragility of infilled frames with and without prior damage 43
Method and Investigation device for measuring stresses in an agglomerate structure 43
Assessment of out-of-plane strength of masonry infills through a FE augmented dataset 42
Early age behaviour of massive concrete piers 41
Effect of Environmental Parameters on Structural Health Status Assessment Using OMA Techniques 38
Totale 16.802
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Categoria #
all - tutte 45.981
article - articoli 12.721
book - libri 0
conference - conferenze 30.041
curatela - curatele 0
other - altro 400
patent - brevetti 354
selected - selezionate 0
volume - volumi 2.465
Totale 91.962
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020780 0 0 0 0 0 0 166 217 209 102 35 51
2020/20211.197 160 133 38 140 42 209 52 78 78 107 114 46
2021/20221.092 70 54 12 42 46 127 54 54 63 81 200 289
2022/20231.962 147 317 90 151 247 243 110 97 230 43 140 147
2023/2024898 38 111 87 65 46 95 28 46 32 96 107 147
2024/20251.269 48 358 127 288 288 158 2 0 0 0 0 0
Totale 17.070