PORTO @ Archivio Istituzionale della Ricerca

TONDOLO, FRANCESCO
 Distribuzione geografica
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Continente #
EU - Europa 7.272
NA - Nord America 6.337
AS - Asia 1.574
SA - Sud America 46
AF - Africa 33
OC - Oceania 15
Continente sconosciuto - Info sul continente non disponibili 4
Totale 15.281
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Nazione #
US - Stati Uniti d'America 6.283
IT - Italia 2.737
DE - Germania 1.208
GB - Regno Unito 971
FR - Francia 777
CN - Cina 691
SG - Singapore 367
UA - Ucraina 307
IE - Irlanda 226
RU - Federazione Russa 166
BE - Belgio 161
TR - Turchia 142
SE - Svezia 125
NL - Olanda 114
KR - Corea 108
CH - Svizzera 104
FI - Finlandia 75
AT - Austria 70
IN - India 55
ES - Italia 54
CA - Canada 51
HK - Hong Kong 47
PT - Portogallo 42
BR - Brasile 35
ID - Indonesia 35
JO - Giordania 30
JP - Giappone 29
SK - Slovacchia (Repubblica Slovacca) 24
IR - Iran 20
IL - Israele 16
BG - Bulgaria 15
PK - Pakistan 14
AP - ???statistics.table.value.countryCode.AP??? 13
AU - Australia 12
PL - Polonia 11
ZA - Sudafrica 11
EG - Egitto 10
GR - Grecia 10
RO - Romania 10
EU - Europa 8
CZ - Repubblica Ceca 6
BY - Bielorussia 5
CO - Colombia 5
DK - Danimarca 5
MY - Malesia 5
NO - Norvegia 5
RS - Serbia 5
LT - Lituania 4
SA - Arabia Saudita 4
TG - Togo 4
BD - Bangladesh 3
CL - Cile 3
HR - Croazia 3
LR - Liberia 3
NZ - Nuova Zelanda 3
PH - Filippine 3
SN - Senegal 3
TH - Thailandia 3
A2 - ???statistics.table.value.countryCode.A2??? 2
CR - Costa Rica 2
EE - Estonia 2
HU - Ungheria 2
VE - Venezuela 2
VN - Vietnam 2
AE - Emirati Arabi Uniti 1
AR - Argentina 1
BA - Bosnia-Erzegovina 1
BZ - Belize 1
CI - Costa d'Avorio 1
CY - Cipro 1
ET - Etiopia 1
KH - Cambogia 1
KW - Kuwait 1
LU - Lussemburgo 1
LV - Lettonia 1
SI - Slovenia 1
TW - Taiwan 1
Totale 15.281
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Città #
Ashburn 1.455
Southend 851
Seattle 686
Turin 539
Chandler 493
Torino 312
Beijing 311
Fairfield 299
Princeton 290
Singapore 275
Santa Clara 268
Dublin 222
Ann Arbor 209
Boardman 192
Berlin 178
Bologna 173
Houston 171
Jacksonville 166
Brussels 157
Woodbridge 157
Wilmington 132
Cambridge 127
Milan 126
Council Bluffs 123
New York 102
Izmir 94
Bern 87
San Ramon 84
Chicago 81
Rome 72
San Donato Milanese 68
Vienna 68
Helsinki 63
Shanghai 48
Zaporozhye 47
Grafing 44
Hangzhou 43
Pennsylvania Furnace 39
Baltimore 38
Zhengzhou 38
Frankfurt 37
Guangzhou 37
Monopoli 35
Jakarta 33
Overberg 33
Bremen 31
San Francisco 28
Des Moines 26
Istanbul 26
Mountain View 25
Redwood City 25
Toronto 25
Bratislava 24
Padua 24
London 23
Saint Petersburg 22
Falls Church 21
Nanjing 21
Yubileyny 21
Norwalk 20
Frankfurt am Main 19
Fremont 19
Munich 19
Washington 19
Palermo 18
Delft 17
Naples 16
Amsterdam 15
Malatya 15
Borgosesia 14
Paris 14
Atlanta 13
Buffalo 13
Lanzo Torinese 13
Tokyo 13
Valdagno 13
Andover 12
Biella 12
Dalian 12
Genoa 12
Melun 12
Redmond 12
Salerno 12
Campos 11
Lappeenranta 11
Parma 11
Pisa 11
San Diego 11
Shenzhen 11
Lequile 10
Sofia 10
Varese 10
Xian 10
Concesio 9
Herkenbosch 9
Lecce 9
Lisbon 9
Nürnberg 9
Secaucus 9
Senago 9
Totale 9.968
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Nome #
Local reinforcing bar damage in r.c. members due to accelerated corrosion and loading 388
Effects of corrosion on linear and nonlinear elastic properties of reinforced concrete 346
Pull-out tests in presence of high level of corrosion 305
Bond-slip model for corroded steel in concrete 303
Early age cracking of massive concrete piers 299
Comportamento strutturale di elementi in calcestruzzo armato soggetti a corrosione 290
Bond behavior of ribbed bars produced in coils 289
Experimental evaluation of corrosion effect on bond between steel and concrete in presence of cyclic action 272
Physical model for structural evaluation of r.c. beams in presence of corrosion 271
Bond and Corrosion: Experimental Studies 268
Crack width evolution of R/C structures subject to corrosion and fatigue 267
Bond performance in machined reinforcing bar for reinforced concrete 261
Early age cracking of massive concrete piers 257
Bond behaviour with reinforcement corrosion 255
Durability of R/C structures under mechanical and environmental action 254
Influence of rebar straightening on bond properties between steel and concrete 253
Optimum Reinforcement Design in Concrete Membrane Elements 251
Durabilita' e sicurezza residua delle opere in c.a. e c.a.p. 247
Reinforced concrete members subjected to cyclic tension and corrosion 244
Design of massive casting controlling early age properties of concrete 240
Studio delle giunzioni tubolari di estremità a "T" saldate con flangia singola o doppia 232
Numerical interpretation of bond between steel and concrete in presence of corrosion and cyclic action 231
Evoluzione dell'apertura delle fessure in tiranti in calcestruzzo armato corrosi 229
Crack opening evolution in corroded reinforced concrete ties 228
Experimental analysis of reinforced concrete ties under simultaneous mechanical and chemical actions 221
Estimating corrosion attack in reinforced concrete by means of crack opening 215
Bond-slip in presence of cyclic actions 214
Pull-out experimental testing on ribbed bars produced in coils 211
Numerical modeling of early age concretehardening 208
Pull-out tests on r.c. corroded specimens 207
Fuzzy probabilistic analysis of prestressed concrete structures 205
Comportamento strutturale di elementi in calcestruzzo armato soggetti a corrosione 205
Effect of bond degradation due to corrosion - a literature survey 203
Challenges in the reuse and upgrade of Pier Luigi Nervi 's structures 203
Deterioration due to combined cyclic actions and reinforcement corrosion of R.C. structures 202
Use of vibration parameters for evaluating structural degradation in R.C. elements and structures 198
Tensile behavior of welded tee end connection for circular hollow members 197
Study of the interaction between loading and rebar corrosion in R.C. ties 197
Structural behavior with reinforcement corrosion 191
Bond reduction by effect of fatigue and corrosion 189
Modelling R.C. Structures in presence of reinforcement corrosion 179
Automated classification of civil structures defects based on Convolutional Neural Network 179
Bond deterioration due to corrosion and actual bearing capacity 178
Towards a FOSS Automatic Classification of Defects for Bridges Structural Health Monitoring 176
Smart reinforcement steel bars embedded with MEMS sensors for low-cost structural health monitoring 171
Study of welded-tee end connections with single or double flange plate for circular hollow tubes 164
Serviceability behaviour of PC Structures by Probabilistic and Fuzzy-Probabilistic Approach" 163
Structural performance of R/C structures under mechanical and environmental action 161
Smart reinforcement steel bars embedded with low-cost MEMS sensors for strain monitoring 155
Structural Safety Evaluation by Means of Fuzzy-Probabilistic Approach 142
Application of Inverse Finite Element Method to Shape Sensing of Curved Beams 130
Shape sensing with inverse Finite Element Method for slender structures 124
Reinforced concrete structure under rebar corrosion effect 123
Structural behavior of reinforced concrete elements in presence of rebar corrosion 121
Shape-Sensing of Beam Elements Undergoing Material Nonlinearities 117
A degrading Bouc–Wen model for the hysteresis of reinforced concrete structural elements 114
Digitalization Processes and Bridge Information Modeling for Existing Bridges 107
Ultimate shear of RC beams with corroded stirrups and strengthened with FRP 96
Variability in Section Loss and Maximum Pit Depth of Corroded Prestressing Wires 94
Smart reinforcement steel bars with low-cost MEMS sensors for the structural health monitoring of RC structures 85
Corrosion morphology of prestressing steel strands in naturally corroded PC beams 82
Calcium Sulfoaluminate Based Concrete - Mechanical Characterization 82
Bond strength of rubberized concrete with deformed steel bar 81
Deconstruction of the Corso Grosseto viaduct and setup of a testing site for full scale load tests 80
A sustainable approach to the design of reinforced concrete beams 79
Experimental Program and Full-Scale Load Tests on PC Deck Beams 78
Shape sensing for beam elements in presence of non-linear behaviour 77
Dynamic Identification of Damaged PC Bridge Beams 76
The Antifragility of FRC in the Crack Pattern of Reinforced Concrete Ties 76
Measuring crack width in RC and R/FRC ties throught laser scanner 72
A Model for the Analysis at ULS of Corroded RC Beams 72
Anchorage and laps of plain surface bars in R.C. structures 72
Bond Mechanisms Between Steel Bars and Lightweight Rubberized Concrete from Waste Tyres 65
Non Destructive Testing and Model Validation of Corroded PC Bridge Deck Beams 64
A model for bond strength in presence of corrosion in concrete 63
Dynamic response of PC bridge beams under different damages 60
Large-scale experimental testing of 50-year-old prestressed concrete bridge girder 60
A model for bond in concrete under corrosion conditions 59
A new approach for displacement and stress monitoring of tunnel based on iFEM methodology 59
Large-Scale Experimental Static Testing on 50-Year-Old Prestressed Concrete Bridge Girders 58
Designing Reinforced Concrete Beams Containing Supplementary Cementitious Materials 58
Bond mechanisms between steel bars and Lightweight Rubberized Concrete from Waste Tyres 56
Experimental Durability Analysis of Historical Ferrocement 55
Cold-Formed Steel Moment-Resisting Connection: Numerical study 54
COMPUTATIONAL STUDY ON MOMENT-RESISTING CONNECTIONS IN COLD-FORMED STEEL STRUCTURES 54
Failure analysis of corroded RC beams subjected to shear-flexural actions 54
Residual crack width in RC and R/FRC ties subjected to repeated loads 53
Crack opening evolution in corroded confined reinforced concrete ties 51
Residual crack width in RC and R/FRC ties subjected to repeated loads 50
Dynamic tests and modal identification of Corso Grosseto viaduct decks before the dismounting 50
BIM as a tool for experimental tests 49
Experimental test on an RC beam equipped with embedded barometric pressure sensors for strains measurement 46
A Model for the Analysis of Ultimate Capacity of RC and PC Corroded Beams 46
Load tests on dismantled 50-year-old prestressed concrete bridge deck beams 45
IL MODELLO BIM QUALE ARCHIVIO STORICO DINAMICO DIGITALE DELL’OPERA, FINALIZZATO ALLA VALUTAZIONE E AL MONITORAGGIO DELLE STRUTTURE DEI PONTI 44
Serviceability behaviour of PC structures by probabilistic and fuzzy probabilistic approaches 44
Integrating BIM in experimental tests on bridge beams 44
Full-scale testing and analysis of 50-year old prestressed concrete bridge girders 42
Early age behaviour of massive concrete piers 41
SCPS-Model: a Simplified Stress-Strain Model for Corroded Prestressing Strands 39
Totale 14.915
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Categoria #
all - tutte 47.104
article - articoli 15.694
book - libri 26
conference - conferenze 28.822
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.893
Totale 93.539
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020585 0 0 0 0 0 0 81 171 158 86 59 30
2020/20211.071 137 109 20 102 32 177 64 60 98 119 83 70
2021/20221.252 74 51 47 83 54 108 61 101 56 110 190 317
2022/20231.864 178 303 66 134 252 257 133 109 191 18 76 147
2023/2024906 48 112 106 39 68 142 66 50 37 41 76 121
2024/20251.619 244 352 125 433 286 171 8 0 0 0 0 0
Totale 15.572