PORTO @ Archivio Istituzionale della Ricerca

BARPI, FABRIZIO
 Distribuzione geografica
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Continente #
NA - Nord America 16.874
EU - Europa 14.054
AS - Asia 6.997
SA - Sud America 685
AF - Africa 132
OC - Oceania 32
Continente sconosciuto - Info sul continente non disponibili 8
Totale 38.782
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Nazione #
US - Stati Uniti d'America 16.713
IT - Italia 3.421
CN - Cina 3.179
DE - Germania 3.152
SG - Singapore 2.283
GB - Regno Unito 2.083
FR - Francia 1.990
UA - Ucraina 872
BR - Brasile 543
NL - Olanda 462
KR - Corea 384
TR - Turchia 369
RU - Federazione Russa 353
CH - Svizzera 317
SE - Svezia 302
IE - Irlanda 275
FI - Finlandia 230
AT - Austria 180
VN - Vietnam 171
HK - Hong Kong 150
CA - Canada 117
JP - Giappone 83
IN - India 81
BE - Belgio 80
RO - Romania 69
ID - Indonesia 64
AR - Argentina 46
IR - Iran 43
BD - Bangladesh 32
CL - Cile 32
ZA - Sudafrica 32
BG - Bulgaria 30
ES - Italia 30
AU - Australia 25
PL - Polonia 25
MX - Messico 24
IL - Israele 22
DZ - Algeria 21
EC - Ecuador 19
PH - Filippine 19
EU - Europa 17
JO - Giordania 17
UZ - Uzbekistan 17
IQ - Iraq 16
MY - Malesia 16
PT - Portogallo 16
AP - ???statistics.table.value.countryCode.AP??? 15
TW - Taiwan 15
CO - Colombia 14
LT - Lituania 14
GQ - Guinea Equatoriale 13
GR - Grecia 13
NG - Nigeria 13
NO - Norvegia 13
SA - Arabia Saudita 13
TH - Thailandia 13
BY - Bielorussia 12
CZ - Repubblica Ceca 12
AE - Emirati Arabi Uniti 11
DK - Danimarca 11
SN - Senegal 10
VE - Venezuela 10
MA - Marocco 8
PE - Perù 8
PK - Pakistan 8
SK - Slovacchia (Repubblica Slovacca) 8
CI - Costa d'Avorio 7
EG - Egitto 7
NZ - Nuova Zelanda 7
EE - Estonia 6
HR - Croazia 6
KE - Kenya 6
DO - Repubblica Dominicana 5
LB - Libano 5
LU - Lussemburgo 5
UY - Uruguay 5
AL - Albania 4
BO - Bolivia 4
PY - Paraguay 4
TN - Tunisia 4
BB - Barbados 3
GT - Guatemala 3
JM - Giamaica 3
LV - Lettonia 3
OM - Oman 3
QA - Qatar 3
TT - Trinidad e Tobago 3
AO - Angola 2
AZ - Azerbaigian 2
BH - Bahrain 2
GH - Ghana 2
HN - Honduras 2
HU - Ungheria 2
RS - Serbia 2
SC - Seychelles 2
A1 - Anonimo 1
AM - Armenia 1
BA - Bosnia-Erzegovina 1
CG - Congo 1
KG - Kirghizistan 1
Totale 38.773
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Città #
Ashburn 3.434
Beijing 1.934
Southend 1.778
Seattle 1.626
Des Moines 1.346
Singapore 1.155
Fairfield 678
Council Bluffs 663
Turin 652
Chandler 589
Jacksonville 447
Princeton 438
Dallas 368
Ann Arbor 354
Boardman 352
Houston 351
Woodbridge 351
Wayne 347
Chicago 307
Izmir 274
Dublin 267
Berlin 259
Wilmington 242
San Ramon 240
Torino 234
Cambridge 217
Helsinki 201
Buffalo 178
Santa Clara 175
Herkenbosch 168
Milan 160
Bern 156
San Francisco 145
New York 132
San Donato Milanese 124
Seoul 119
Shanghai 119
Frankfurt 118
Hong Kong 118
Zaporozhye 115
Bologna 113
Hefei 111
Saint Petersburg 111
Pennsylvania Furnace 106
North Bergen 93
Overberg 93
San Jose 91
Rome 88
Los Angeles 85
Padua 85
Baltimore 84
Vienna 79
Monopoli 75
Brussels 73
Ho Chi Minh City 73
Mountain View 72
Zhengzhou 69
Amsterdam 63
Gilroy 57
Norwalk 52
Galati 50
Lauterbourg 49
Lausanne 48
Fremont 47
Munich 47
Cuneo 46
San Diego 46
Toronto 46
Dearborn 45
Jakarta 43
London 42
Guangzhou 41
Paris 41
Redwood City 38
Frankfurt am Main 37
Hangzhou 36
Savona 36
Aosta 34
Columbus 34
Las Vegas 34
Lecce 34
Shenzhen 34
Istanbul 32
Malatya 32
São Paulo 32
Hanoi 30
Piscataway 30
Valfenera 30
Nuremberg 29
Nanjing 28
Phoenix 28
Rio de Janeiro 28
The Dalles 28
Tongling 27
Tokyo 26
Naples 24
Yubileyny 23
Indiana 22
Modena 21
Wuhan 20
Totale 24.002
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Nome #
The cohesive frictional crack model applied to the analysis of the dam-foundation joint 893
Lifetime evaluation of concrete structures under sustained post-peak loading 795
"An innovative bio-engineering retaining structure for supporting unstable soil" 772
Comportamento di una palificata prefabbricata per il contenimento delle terre: studi sperimentali 655
A new experimental snow avalanche test site at Seehore peak in Aosta Valley (NW Italian Alps) – Part II: Engineering aspects 638
Cohesive Crack Model Description of Ductile to Brittle Size-scale Transition: Dimensional Analysis vs. Renormalization Group Theory 635
Analisi dell'interazione tra colate detritiche e opere di difesa: il caso del torrente Grand Valey (Valle d'Aosta) 599
"Caratterizzazione fisica-chimico di tailings invecchiati artificialmente" 593
Cellular-Automata model for dense-snow avalanches 592
Analysis of Fracture Mechanics Tests on Opalinus Clay 589
Principi di dimensionamento della palificata loricata "Terrasafe" 587
An apparatus for in-situ direct shear tests on snow 586
Creep and Fracture in Concrete: A Fractional Order Rate Approach 574
Stiffening effect of bolt-on transducers on strain measurements 564
Fracture Mechanics Characterization of an AnisotropicGeomaterial 508
Fuzzy modelling of powder snow avalanches 486
Influence of the Tunnel Shape on Shotcrete Lining Stresses 481
Numerical modelling of ground-tunnel support interaction using bedded-beam-spring model with fuzzy parameters 478
Modeling water penetration at dam-foundation joint 475
"Caratterizzazione fisico-chimica di tailings invecchiati artificialmente" 471
Geomechanical modeling to study the effects of slope instability on buildings: a case study in northern Italy 446
Healing of snow surface-to-surface contacts by isothermal sintering 443
Snow Pressure on a Semiflexible Retaining Structure 426
Dinamica delle valanghe: distacco e interazione flusso/ostacoli. 408
Asymptotic fields at the tip of a cohesive crack growing at bi-material interface 407
Sub-critical cohesive crack propagation with hydro-mechanical coupling and friction 399
A Fractional Order Rate Approach for Modeling Concrete Structures Subjected to Creep and Fracture 384
A new experimental snow avalanche test site at Seehore peak in Aosta Valley (NW Italian Alps)—part I: Conception and logistics 362
Fuzzy Parameters Analysis of Time--Dependent Fracture of Concrete Dam Models 352
Sub-critical cohesive crack propagation with hydro-mechanical coupling and friction 349
Il distacco artificiale a Punta Seehore: metodologie impiegate e campagna sperimentale. 323
Aging Simulation of the Tailings from Stava Fluorite Extraction by Exposure to Gamma Rays 323
"Cohesive frictional crack at bi-material interface" 319
A large time increment method applied to an interface cohesive crack growing in compression-shear conditions 300
Subcritical crack propagation under cyclic load of concrete structures 296
The Belidor bascule bridge design 296
Lifetime of concrete dam models under constant loads 293
An integrated system to assess snow forces on avalanche defense structures from snow-gliding: La Tour test site - Aosta Valley (IT) 291
A note on the design of fibre-reinforced shotcrete linings for underground support 285
Impact Behaviour of Concrete: a Computational Approach 284
Numerical Simulation of Prenotched Gravity Dam Models 282
A new experimental site for the study of snow avalanches in the Aosta Valley (NW-Italy) 279
Pedestrian Bridge Application in a Fundamentals of Structural Analysis Course Inside an Architecture Bachelor Program 279
Size-effects induced bifurcation phenomena during multiple cohesive crack propagation 278
Prove sperimentali al sito della Punta Seehore nelle stagioni 2010 e 2011 277
Interferenza valanghiva con le costruzioni: misure e analisi di impatto valanghivo sull'ostacolo strumentato della Punta Seehore. 271
The level set method applied to avalanches 266
A comparison between three avalanche test sites in northwestern Alps as developed in the DYNAVAL-Alcotra project 265
Concezione e uso di un sito sperimentale per lo studio della dinamica di una valanga di neve 265
Monitoraggio del sito sperimentale della Punta Seehore. 265
Time-dependent fracture of concrete dam models with fuzzy parameters 262
Failure lifetime of concrete structures under creep and fracture 260
Conception et fonctionnement d'un site-test pour l'analyse de la dynamique des avalanches et de l'interaction écoulement-obstacle 260
Cracked concrete structures under cyclic load 249
Hydromechanical coupling at dam-foundation joint 249
Il sito sperimentale della Punta Seehore. 249
A new test site in Aosta Valley (northwestern Italian Alps) for measuring the effects of snow-gliding on avalanche defence structures 246
Fatigue fracture in concrete structure 243
Measurements at Seehore test site in winters 2010/2011 and 2011/2012 243
Teaching experience at the Politecnico di Torino with web 2.0 technologies for the improvement of homework study 241
Instability of a broadcasting plant induced by a landslide 241
Work-in-progress: Pedestrian bridge application in a fundamentals of structural analysis course inside an architecture bachelor program 234
The Morgex avalanche - a comparative study 233
Preliminary measurements and survey at the Italian avalanche test site Punta Seehore 232
Experimental study of the shear strength of a snow-mortar interface 231
PRINCIPI DI CALCOLO DI UN’OPERA DI INGEGNERIA NATURALISTICA PER IL SOSTEGNO DI MOVIMENTI FRANOSI SUPERFICIALI 227
Analysis of the dam-foundation joint through the cohesive frictional crack model 226
Size-effects induced bifurcation phenomena during multiple cohesive crack propagation 226
The contribution of continuum-mechanics based numerical model to the design of debris flow barriers 226
Time-Dependent Fracture of Concrete using Fractional Order Rate Laws 225
Interazione tra il comportamento viscoso del calcestruzzo e la crescita della fessura 222
Nuovi modelli per l’innesco e la propagazione delle valanghe di neve 221
Mixed-mode pressurized fracture at the dam-foundation joint 220
A note on the design of fibre-reinforced shotcrete linings for underground support 219
Hydro-mechanical characterization of silty tailings in unsaturated conditions 219
Some issues in the application of the frictional cohesive crack model to dam-foundation joints 218
Experimental and numerical evaluation of gravity dam models failure lifetime 216
Evaluation of the critical temperature decrease in a cracked buttress dam through the cohesive crack model 216
Quarry-Induced Slope Instability at a Broadcasting Transmission Plant near Valcava, Lombardia, Italy 216
Modelli Numerici per lo Studio dei Fenomeni Fessurativi nelle Dighe 214
Scale effects in the cohesive process zone and structural response 213
Crack propagation under constant load: constitutive laws for the process zone 211
Healing of snow interfaces: cold laboratory experiments on isothermal snow sintering 210
Failure lifetime prediction of cracked concrete structures 209
The Cohesive Crack Model 208
Effetto del tempo sulla propagazione della fessura nel calcestruzzo 207
Creep Rupture in Concrete Structures: a New Space and Time IntegrationScheme 207
Numerical simulation of centrifuge tests on prenotched gravity dam models 206
Some Improvements of a Visco-Plastic Constitutive Model for Snow 204
Creep induced cohesive crack propagation in mixed-mode 204
Towards a general constitutive model for snow 203
Numerical methods for failure lifetime evaluation in concrete structures: mode I and mixed mode crack propagation 203
Size-effects on time-dependent concrete fractures 202
Non planar crack propagation in concrete specimens 202
Effetto scala sul fenomeno di interazione di due fessure coesive 202
Sui punti di biforcazione del percorso di equilibrio durante la crescita di una fessura coesiva 201
An elasto-visco-plastic constitutive model for snow: Theory and finite element implementation 201
Impact of debris flows on filter barriers: Analysis based on site monitoring data 199
How research can help in the avalanche risk management: three new experimental sites in Aosta Valley (North-Western Italian Alps - Italy) 198
Hydraulic fracture at dam-foundation joint 197
Totale 32.755
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Categoria #
all - tutte 99.768
article - articoli 45.314
book - libri 0
conference - conferenze 50.569
curatela - curatele 0
other - altro 1.138
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.747
Totale 199.536
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021992 0 0 0 0 0 211 82 167 92 236 155 49
2021/20221.563 54 105 70 102 88 102 92 67 45 79 371 388
2022/20234.018 218 384 36 195 276 317 1.472 107 223 37 179 574
2023/20241.219 180 147 44 57 81 176 47 61 42 65 156 163
2024/20254.328 101 567 209 430 160 130 260 327 605 396 548 595
2025/20263.842 530 483 755 850 601 623 0 0 0 0 0 0
Totale 39.048