BERTAGNOLI, GABRIELE
 Distribuzione geografica
Continente #
EU - Europa 8.184
NA - Nord America 6.316
AS - Asia 1.177
SA - Sud America 50
AF - Africa 27
OC - Oceania 9
Continente sconosciuto - Info sul continente non disponibili 3
Totale 15.766
Nazione #
US - Stati Uniti d'America 6.271
IT - Italia 2.664
DE - Germania 1.711
GB - Regno Unito 1.135
FR - Francia 806
CN - Cina 505
UA - Ucraina 406
SK - Slovacchia (Repubblica Slovacca) 291
IE - Irlanda 192
SE - Svezia 191
TR - Turchia 184
SG - Singapore 167
KR - Corea 149
BE - Belgio 113
CH - Svizzera 110
NL - Olanda 90
FI - Finlandia 88
RU - Federazione Russa 86
AT - Austria 75
CA - Canada 41
ES - Italia 40
IN - India 34
JO - Giordania 31
HK - Hong Kong 29
BG - Bulgaria 25
BR - Brasile 24
PL - Polonia 23
IR - Iran 20
PT - Portogallo 17
CL - Cile 13
RO - Romania 13
EU - Europa 12
UZ - Uzbekistan 12
AP - ???statistics.table.value.countryCode.AP??? 11
JP - Giappone 11
VN - Vietnam 10
AU - Australia 9
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
MY - Malesia 6
NO - Norvegia 6
SA - Arabia Saudita 6
SN - Senegal 6
CZ - Repubblica Ceca 5
ID - Indonesia 4
NG - Nigeria 4
PE - Perù 4
TW - Taiwan 4
ZA - Sudafrica 4
BA - Bosnia-Erzegovina 3
IL - Israele 3
IQ - Iraq 3
BY - Bielorussia 2
CY - Cipro 2
ET - Etiopia 2
MA - Marocco 2
MX - Messico 2
VE - Venezuela 2
BD - Bangladesh 1
EC - Ecuador 1
GT - Guatemala 1
KH - Cambogia 1
KZ - Kazakistan 1
LB - Libano 1
LT - Lituania 1
LV - Lettonia 1
MD - Moldavia 1
MO - Macao, regione amministrativa speciale della Cina 1
PH - Filippine 1
SC - Seychelles 1
TN - Tunisia 1
TT - Trinidad e Tobago 1
Totale 15.766
Città #
Ashburn 1.655
Southend 991
Turin 625
Seattle 593
Chandler 482
Princeton 304
Fairfield 290
Bratislava 282
Ann Arbor 267
Jacksonville 216
Beijing 193
Houston 189
Dublin 187
Berlin 184
Torino 183
Boardman 153
Woodbridge 147
San Ramon 142
Wilmington 139
Izmir 132
Milan 131
Chicago 117
Cambridge 116
Singapore 114
Brussels 102
Bologna 101
Bern 100
Council Bluffs 90
San Donato Milanese 89
Helsinki 84
Rome 76
Vienna 70
New York 66
Bremen 63
Zhengzhou 61
Grafing 55
Zaporozhye 52
Guangzhou 51
Frankfurt 48
Seoul 47
Lanzo Torinese 46
Pennsylvania Furnace 40
Falls Church 39
Baltimore 37
San Francisco 37
Shanghai 37
Saint Petersburg 36
Monopoli 34
Overberg 32
Malatya 29
Palermo 28
Hangzhou 27
Mountain View 27
Santa Clara 25
Sofia 25
Padua 24
Washington 24
Buffalo 23
Redwood City 22
Naples 20
San Diego 20
Andover 16
Bari 16
Messina 16
London 15
Ningbo 15
Toronto 15
Catania 14
Fremont 14
Nanjing 13
Paris 13
Cagliari 12
Indiana 12
Secaucus 12
Shenzhen 12
Atlanta 11
Cremona 11
San Antonio 11
Lodz 10
Modena 10
Norwalk 10
Putian 10
Wolverhampton 10
Florence 9
Moscow 9
Mulhouse 9
Pavia 9
Piscataway 9
Tribano 9
Udine 9
Wuhan 9
Foggia 8
Ivrea 8
Lansing 8
Melun 8
Podenzano 8
San Mateo 8
Venezia 8
Xiamen 8
Zagreb 8
Totale 10.041
Nome #
On the maximum punching shear resistance adjacent to the column 475
A comparison of finite element solutions for 2d reinforced concrete structures 340
Forma Chiusa per l’Ottimizzazione dell'Armatura in Strutture in Calcestruzzo soggette a Stati Piani di Tensione 318
Autogenous Crack Control during Construction Phases of MOSE Venice Dams 301
Robustness of reinforced concrete framed buildings: A comparison between different numerical models 300
Prediction of Cracking Induced by Indirect Actions in RC Structures 299
Comparison between safety formats in nonlinear analysis of a reinforced concrete structure 296
A hybrid genetic algorithm for skew reinforcement minimization in concrete shell finite elements 292
Early age cracking of massive concrete piers 286
Design and optimization of skew reinforcement in concrete shells 280
Effect of concrete tensile strength in non linear analyses of 2D structures - a comparison between three commercial finite element softwares 279
Comportamento a rottura di plinto a pozzetto prefabbricato 267
A Metaheuristic Approach to Skew Reinforcement Optimization in Concrete Shells Under Multiple Loading Conditions 262
Optimization of concrete shells using genetic algorithms 255
Early age cracking of massive concrete piers 250
Rain-Wind Induced Vibrations in Stay Cables: a Parametric Study 250
A Finite Element formulation for concrete structures in plane stress 249
Skew Reinforcement Optimization in Concrete Shells subject to Uncertain Loading Conditions 247
A QUANTIFICATION OF MODEL UNCERTAINTIES IN NLFEA OF R.C. SHEAR WALLS SUBJECTED TO REPEATED LOADING 247
Optimum Reinforcement Design in Concrete Membrane Elements 246
Stay cables vibrations due to rain-wind interaction: a sensitivity study 245
Use of different numerical models to evaluate the robustness of reinforced concrete frame structures 243
Rotating compression field model for reinforced concrete beams under prevalent shear actions 238
Effect of endogenous deformations in composite bridges 237
Partial factor methods for existing structures according to fib Bulletin 80: Assessment of an existing prestressed concrete bridge 235
Design of massive casting controlling early age properties of concrete 232
A bi-level heuristic for skew reinforcement in concrete shells subjected to different loading conditions 229
Autogenous deformations in massive concrete structures 229
Discussion: Failure analysis of hollow-core slabs tested in shear 225
Orthotropic Model for the Analysis of Beams with Corrugated Steel Webs 225
Coupling of prestressing tendons in segmental construction 219
A simplified method for predicting early-age stresses in slabs of steel-concrete composite beams in partial interaction 217
Comparison between non-linear numerical models for R.C. shear walls under cyclic loading 215
Safety format for the nonlinear analysis of concrete structures 212
Optimum Reinforcement Design of Concrete Shell Elements by means of a Genetic Algorithm 210
A compact finite element model for N.L. analysis of concrete structures 204
Prestressing of simply supported composite bridges: a cost-benefit analysis 199
Numerical modeling of early age concretehardening 197
FAILURE ANALISYS OF HOLLOW CORE SLABS TESTED IN SHEAR 190
Local effects of coupling of prestressing tendons in structural joints 189
Controllo dell'apertura delle fessure in elementi bidimensionali in c.a. 186
Skew reinforcement design in reinforced concrete two dimensional elements 183
Effect of Endogenous Deformations in Composite Bridge Beams 183
Modelling R.C. Structures in presence of reinforcement corrosion 175
Reliability-based evaluation of bond strength for tensed lapped joints and anchorages in new and existing reinforced concrete structures 175
Bond deterioration due to corrosion and actual bearing capacity 173
Predicting early age cracking of steel-concrete composite beams in partial interaction 173
Repair and strengthening of damaged prestressed structures 173
EVALUATION OF SEISMIC FRAGILITY OF INFILLED REINFORCED CONCRETE FRAMES SUBJECT TO AFTERSHOCKS 172
Progetto delle zone di accoppiamento dei cavi di precompressione 171
Crack width control in two dimensional reinforced concrete elements 168
Self restrained cracking of reinforced concrete elements 165
Skew reinforcement design in reinforced concrete two dimensional elements 160
Safety format for non-linear analysis 158
Modellazione resistente dei solai alveolari 158
Design models for deteriorated concrete bridges 155
Use of coal fly ash in concrete mixtures for pavements foundations 150
Seismic Upgrading of Existing Reinforced Concrete Buildings Using Friction Pendulum Devices: A Probabilistic Evaluation 139
Finite element modeling of beams under prevalent shear actions 136
A IDA based Framework for the Assessment of Seismic Fragility of Infilled Frames with and without prior Seismic Damage 131
Non linear finite element for reinforced concrete structures in plane stress 130
A semi-empirical stress-strain model for equivalent strut fiber-section modeling of infilled frames 116
A Sensor for Embedded Stress Measure of Concrete: Testing and Material Heterogeneity Issues 106
Experimental testing of two novel stress sensors for SHM of masonry structures 100
Advances in safety formats for non-linear finite elements analysis of reinforced concrete structures 97
Assessment of the Partial Safety Factor Related to Resistance Model Uncertainties in 2D NLFEAs of R.C. Systems 91
Definition of a fiber macro-model for nonlinear analysis of infilled frames 90
Fragility Curves for Assessing the Seismic Vulnerability of Multi-Drum Ancient Columns 84
Resistance model uncertainty in non-linear finite element analyses of cyclically loaded reinforced concrete systems 82
A large scale SHM system: A case study on pre-stressed bridge and cloud architecture 81
Calcium Sulfoaluminate Based Concrete - Mechanical Characterization 77
Empirical equations for the direct definition of stress-strain laws for fiber-section-based macromodeling of infilled frames 75
Toward fib model code 2020: Partial safety factor for resisting model uncertainties in plane stress nlfem analyses of R.C. systems 74
Evaluation of internal actions in tunnel lining applying genetic algorithms to monitoring data 70
Cracking analysis of plane stress reinforced concrete structures 66
Assessment of an existing prestressed concrete bridge according to the partial factor method for existing structures (fib Bulletin 80) 65
Model Uncertainties in FEM Analyses of Punching Failures of Concrete Slabs 65
Partial safety factor for resistance model uncertainties in 2D non-linear finite element analysis of reinforced concrete structures 61
Large Scale Monitoring System for Existing Structures and Infrastructures 57
Macroelement Model for the Progressive-Collapse Analysis of Infilled Frames 54
Finite element modelling of a Capacitive Stress Sensor 52
EVALUATION OF FRAGILITY OF INFILLED FRAME STRUCTURES SUBJECT AFTERSHOCKS BY MEANS OF DOUBLE INCREMENTAL DYNAMIC ANALYSIS APPROACH 50
Design equations from empirical and semi-empirical resisting models: a reliability-based approach 49
Preliminary Investigation on Steel Jacketing Retrofitting of Concrete Bridges Half-Joints 47
Calibration of Ground Pressure on Tunnel Lining in Genetic Algorithm Application for Structural Monitoring 47
Probabilistic Assessment of Laps and Anchorages Strength in Reinforced Concrete Structures 45
Safety assessment of existing prestressed reinforced concrete bridge decks through different approaches 44
Performance of two innovative stress sensors imbedded in mortar joints of new masonry elements 44
PARTE TERZA - Progetti per l’intersezione tra la ciclovia del - Canale Cavour e il fiume Sesia 42
A new empirical formulation for the out-of-plane resistance of masonry infills in reinforced concrete frames 42
Safety assessment of an existing bridge deck subject to different damage scenarios through the global safety format ECOV 42
Dynamic Response of Infilled Frames Subject to Accidental Column Losses 39
Structural Health Monitoring Issues Using Inclinometers on Prestressed Concrete Girder Bridge Decks 38
Out-of-Plane fragility of infilled frames with and without prior damage 37
Method and Investigation device for measuring stresses in an agglomerate structure 37
Early age behaviour of massive concrete piers 37
Preliminary validation of an innovative stress sensor for the Structural Health Monitoring of masonry buildings 31
Assessment of out-of-plane strength of masonry infills through a FE augmented dataset 29
Stress sensor for monitoring the health state of fabricated structures such as constructions, buildings, infrastructures and the like. 25
Effect of Environmental Parameters on Structural Health Status Assessment Using OMA Techniques 24
Totale 15.855
Categoria #
all - tutte 41.305
article - articoli 11.072
book - libri 0
conference - conferenze 27.330
curatela - curatele 0
other - altro 338
patent - brevetti 305
selected - selezionate 0
volume - volumi 2.260
Totale 82.610


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.323 0 80 49 139 135 140 166 217 209 102 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
2024/2025190 48 142 0 0 0 0 0 0 0 0 0 0
Totale 15.991