PORTO @ Archivio Istituzionale della Ricerca

TONDOLO, FRANCESCO
 Distribuzione geografica
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Continente #
EU - Europa 6.669
NA - Nord America 5.777
AS - Asia 1.017
SA - Sud America 40
AF - Africa 25
OC - Oceania 13
Continente sconosciuto - Info sul continente non disponibili 4
Totale 13.545
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Nazione #
US - Stati Uniti d'America 5.738
IT - Italia 2.441
DE - Germania 1.186
GB - Regno Unito 961
FR - Francia 765
CN - Cina 620
UA - Ucraina 306
IE - Irlanda 221
SE - Svezia 125
TR - Turchia 115
CH - Svizzera 103
NL - Olanda 97
KR - Corea 74
FI - Finlandia 70
AT - Austria 69
BE - Belgio 62
ES - Italia 51
RU - Federazione Russa 50
IN - India 45
HK - Hong Kong 44
PT - Portogallo 38
CA - Canada 36
JO - Giordania 30
BR - Brasile 29
JP - Giappone 27
SK - Slovacchia (Repubblica Slovacca) 24
IR - Iran 15
AP - ???statistics.table.value.countryCode.AP??? 13
AU - Australia 11
BG - Bulgaria 11
PL - Polonia 11
EG - Egitto 10
IL - Israele 10
PK - Pakistan 10
RO - Romania 10
SG - Singapore 10
ZA - Sudafrica 10
EU - Europa 8
GR - Grecia 7
CZ - Repubblica Ceca 6
BY - Bielorussia 5
CO - Colombia 5
DK - Danimarca 5
MY - Malesia 5
NO - Norvegia 5
RS - Serbia 5
SA - Arabia Saudita 4
CL - Cile 3
HR - Croazia 3
SN - Senegal 3
TH - Thailandia 3
A2 - ???statistics.table.value.countryCode.A2??? 2
BD - Bangladesh 2
CR - Costa Rica 2
EE - Estonia 2
ID - Indonesia 2
LT - Lituania 2
NZ - Nuova Zelanda 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
ET - Etiopia 1
HU - Ungheria 1
KH - Cambogia 1
KW - Kuwait 1
LU - Lussemburgo 1
SI - Slovenia 1
TW - Taiwan 1
Totale 13.545
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Città #
Ashburn 1.422
Southend 851
Seattle 686
Chandler 493
Turin 410
Torino 312
Beijing 309
Fairfield 299
Princeton 290
Dublin 217
Ann Arbor 209
Berlin 178
Houston 171
Bologna 166
Jacksonville 166
Woodbridge 157
Wilmington 132
Cambridge 127
Council Bluffs 118
New York 100
Milan 99
Izmir 94
Bern 87
San Ramon 84
Chicago 80
Boardman 73
Rome 68
San Donato Milanese 68
Vienna 67
Helsinki 63
Brussels 58
Zaporozhye 47
Grafing 44
Hangzhou 43
Shanghai 42
Pennsylvania Furnace 39
Baltimore 38
Frankfurt 37
Guangzhou 37
Zhengzhou 37
Monopoli 35
Overberg 33
Bremen 31
San Francisco 28
Des Moines 26
Mountain View 25
Redwood City 25
Bratislava 24
Padua 24
Saint Petersburg 22
Falls Church 21
Nanjing 21
Norwalk 20
Fremont 19
Washington 19
London 18
Palermo 18
Naples 16
Toronto 16
Delft 15
Malatya 15
Munich 15
Amsterdam 13
Atlanta 13
Buffalo 13
Lanzo Torinese 13
Tokyo 13
Valdagno 13
Andover 12
Biella 12
Dalian 12
Melun 12
Redmond 12
Salerno 12
Campos 11
Paris 11
San Diego 11
Shenzhen 11
Lequile 10
Pisa 10
Sofia 10
Varese 10
Xian 10
Concesio 9
Genoa 9
Herkenbosch 9
Lecce 9
Lisbon 9
Nürnberg 9
Parma 9
Secaucus 9
Senago 9
Cairo 8
Roccastrada 8
San Mateo 8
Wuhan 8
Barcelona 7
Cagliari 7
Greenville 7
Nichelino 7
Totale 8.889
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Nome #
Local reinforcing bar damage in r.c. members due to accelerated corrosion and loading 378
Effects of corrosion on linear and nonlinear elastic properties of reinforced concrete 333
Pull-out tests in presence of high level of corrosion 300
Bond-slip model for corroded steel in concrete 288
Early age cracking of massive concrete piers 285
Comportamento strutturale di elementi in calcestruzzo armato soggetti a corrosione 279
Bond behavior of ribbed bars produced in coils 278
Experimental evaluation of corrosion effect on bond between steel and concrete in presence of cyclic action 265
Crack width evolution of R/C structures subject to corrosion and fatigue 262
Bond and Corrosion: Experimental Studies 259
Physical model for structural evaluation of r.c. beams in presence of corrosion 255
Durability of R/C structures under mechanical and environmental action 251
Early age cracking of massive concrete piers 249
Bond performance in machined reinforcing bar for reinforced concrete 249
Bond behaviour with reinforcement corrosion 248
Optimum Reinforcement Design in Concrete Membrane Elements 244
Durabilita' e sicurezza residua delle opere in c.a. e c.a.p. 240
Reinforced concrete members subjected to cyclic tension and corrosion 237
Design of massive casting controlling early age properties of concrete 229
Influence of rebar straightening on bond properties between steel and concrete 229
Crack opening evolution in corroded reinforced concrete ties 223
Numerical interpretation of bond between steel and concrete in presence of corrosion and cyclic action 222
Studio delle giunzioni tubolari di estremità a "T" saldate con flangia singola o doppia 220
Evoluzione dell'apertura delle fessure in tiranti in calcestruzzo armato corrosi 218
Experimental analysis of reinforced concrete ties under simultaneous mechanical and chemical actions 216
Bond-slip in presence of cyclic actions 209
Estimating corrosion attack in reinforced concrete by means of crack opening 206
Comportamento strutturale di elementi in calcestruzzo armato soggetti a corrosione 202
Fuzzy probabilistic analysis of prestressed concrete structures 199
Pull-out tests on r.c. corroded specimens 199
Effect of bond degradation due to corrosion - a literature survey 198
Deterioration due to combined cyclic actions and reinforcement corrosion of R.C. structures 198
Pull-out experimental testing on ribbed bars produced in coils 198
Numerical modeling of early age concretehardening 196
Tensile behavior of welded tee end connection for circular hollow members 193
Use of vibration parameters for evaluating structural degradation in R.C. elements and structures 191
Study of the interaction between loading and rebar corrosion in R.C. ties 191
Structural behavior with reinforcement corrosion 184
Bond reduction by effect of fatigue and corrosion 184
Modelling R.C. Structures in presence of reinforcement corrosion 174
Bond deterioration due to corrosion and actual bearing capacity 172
Challenges in the reuse and upgrade of Pier Luigi Nervi 's structures 169
Automated classification of civil structures defects based on Convolutional Neural Network 164
Serviceability behaviour of PC Structures by Probabilistic and Fuzzy-Probabilistic Approach" 159
Study of welded-tee end connections with single or double flange plate for circular hollow tubes 159
Smart reinforcement steel bars embedded with MEMS sensors for low-cost structural health monitoring 157
Structural performance of R/C structures under mechanical and environmental action 156
Towards a FOSS Automatic Classification of Defects for Bridges Structural Health Monitoring 154
Smart reinforcement steel bars embedded with low-cost MEMS sensors for strain monitoring 143
Structural Safety Evaluation by Means of Fuzzy-Probabilistic Approach 136
Reinforced concrete structure under rebar corrosion effect 117
Structural behavior of reinforced concrete elements in presence of rebar corrosion 116
Application of Inverse Finite Element Method to Shape Sensing of Curved Beams 109
Shape sensing with inverse Finite Element Method for slender structures 107
Shape-Sensing of Beam Elements Undergoing Material Nonlinearities 101
A degrading Bouc–Wen model for the hysteresis of reinforced concrete structural elements 85
Ultimate shear of RC beams with corroded stirrups and strengthened with FRP 85
Digitalization Processes and Bridge Information Modeling for Existing Bridges 82
Calcium Sulfoaluminate Based Concrete - Mechanical Characterization 74
A sustainable approach to the design of reinforced concrete beams 72
Variability in Section Loss and Maximum Pit Depth of Corroded Prestressing Wires 71
Smart reinforcement steel bars with low-cost MEMS sensors for the structural health monitoring of RC structures 70
Experimental Program and Full-Scale Load Tests on PC Deck Beams 70
Bond strength of rubberized concrete with deformed steel bar 68
Dynamic Identification of Damaged PC Bridge Beams 66
Shape sensing for beam elements in presence of non-linear behaviour 65
Deconstruction of the Corso Grosseto viaduct and setup of a testing site for full scale load tests 64
Measuring crack width in RC and R/FRC ties throught laser scanner 63
Anchorage and laps of plain surface bars in R.C. structures 61
Corrosion morphology of prestressing steel strands in naturally corroded PC beams 60
Bond Mechanisms Between Steel Bars and Lightweight Rubberized Concrete from Waste Tyres 58
Non Destructive Testing and Model Validation of Corroded PC Bridge Deck Beams 56
null 54
Designing Reinforced Concrete Beams Containing Supplementary Cementitious Materials 53
Bond mechanisms between steel bars and Lightweight Rubberized Concrete from Waste Tyres 53
A new approach for displacement and stress monitoring of tunnel based on iFEM methodology 51
A model for bond strength in presence of corrosion in concrete 47
Residual crack width in RC and R/FRC ties subjected to repeated loads 46
Crack opening evolution in corroded confined reinforced concrete ties 46
A model for bond in concrete under corrosion conditions 45
Failure analysis of corroded RC beams subjected to shear-flexural actions 43
Residual crack width in RC and R/FRC ties subjected to repeated loads 43
Dynamic tests and modal identification of Corso Grosseto viaduct decks before the dismounting 42
Large-Scale Experimental Static Testing on 50-Year-Old Prestressed Concrete Bridge Girders 37
A Model for the Analysis of Ultimate Capacity of RC and PC Corroded Beams 37
Large-scale experimental testing of 50-year-old prestressed concrete bridge girder 35
Early age behaviour of massive concrete piers 35
Dynamic response of PC bridge beams under different damages 34
Dopo il crollo del Ponte di Genova nasce il Siscon 33
Serviceability behaviour of PC structures by probabilistic and fuzzy probabilistic approaches 33
The Antifragility of FRC in the Crack Pattern of Reinforced Concrete Ties 33
Cyclic loading and corrosion effect on RC structural elements 29
Experimental test on an RC beam equipped with embedded barometric pressure sensors for strains measurement 27
Full-scale testing and analysis of 50-year old prestressed concrete bridge girders 26
BIM as a tool for experimental tests 25
Experimental evaluation of the effect of controlled damages on the dynamic response of PC bridge beams 24
Two-node curved inverse finite element formulations based on exact strain-displacement solution 21
Experimental Durability Analysis of Historical Ferrocement 21
A simplified stress–strain relationship for the mechanical behavior of corroded prestressing strands: The SCPS ‐model 20
Mechanical behaviour of corroded strands under chloride attack: A new constitutive law 20
Totale 13.681
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Categoria #
all - tutte 37.720
article - articoli 12.871
book - libri 0
conference - conferenze 22.695
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.548
Totale 74.834
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019423 0 0 0 0 0 0 0 0 0 0 246 177
2019/20201.231 120 65 36 139 157 129 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
2023/2024719 48 112 106 39 68 142 66 50 37 41 10 0
Totale 13.766