PORTO @ Archivio Istituzionale della Ricerca

BARPI, FABRIZIO
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 17.973
EU - Europa 15.032
AS - Asia 9.606
SA - Sud America 755
AF - Africa 157
OC - Oceania 33
Continente sconosciuto - Info sul continente non disponibili 8
Totale 43.564
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 17.790
IT - Italia 3.460
CN - Cina 3.237
DE - Germania 3.235
SG - Singapore 2.798
FR - Francia 2.135
GB - Regno Unito 2.110
VN - Vietnam 1.559
UA - Ucraina 873
RU - Federazione Russa 790
NL - Olanda 634
BR - Brasile 591
KR - Corea 470
TR - Turchia 372
HK - Hong Kong 328
CH - Svizzera 317
SE - Svezia 308
IE - Irlanda 276
FI - Finlandia 257
IN - India 235
AT - Austria 183
CA - Canada 124
JP - Giappone 103
BE - Belgio 80
RO - Romania 73
ID - Indonesia 70
PH - Filippine 70
TH - Thailandia 61
AR - Argentina 53
BD - Bangladesh 47
TW - Taiwan 47
IR - Iran 43
PT - Portogallo 38
ZA - Sudafrica 38
CL - Cile 37
ES - Italia 33
BG - Bulgaria 30
IQ - Iraq 29
PL - Polonia 28
MX - Messico 27
AU - Australia 26
JO - Giordania 25
IL - Israele 23
DZ - Algeria 22
EC - Ecuador 19
MY - Malesia 19
UZ - Uzbekistan 18
CO - Colombia 17
EU - Europa 17
SA - Arabia Saudita 17
PK - Pakistan 16
AP - ???statistics.table.value.countryCode.AP??? 15
LT - Lituania 14
NG - Nigeria 14
VE - Venezuela 14
GQ - Guinea Equatoriale 13
GR - Grecia 13
NO - Norvegia 13
AE - Emirati Arabi Uniti 12
BY - Bielorussia 12
CZ - Repubblica Ceca 12
DK - Danimarca 11
EG - Egitto 11
DO - Repubblica Dominicana 10
SN - Senegal 10
PE - Perù 9
CI - Costa d'Avorio 8
MA - Marocco 8
SK - Slovacchia (Repubblica Slovacca) 8
TN - Tunisia 8
KE - Kenya 7
NZ - Nuova Zelanda 7
AZ - Azerbaigian 6
EE - Estonia 6
HR - Croazia 6
UY - Uruguay 6
LB - Libano 5
LU - Lussemburgo 5
PY - Paraguay 5
AL - Albania 4
BO - Bolivia 4
QA - Qatar 4
AO - Angola 3
BB - Barbados 3
BH - Bahrain 3
CG - Congo 3
CR - Costa Rica 3
GT - Guatemala 3
HN - Honduras 3
HU - Ungheria 3
JM - Giamaica 3
KZ - Kazakistan 3
LV - Lettonia 3
MD - Moldavia 3
OM - Oman 3
RS - Serbia 3
SC - Seychelles 3
SY - Repubblica araba siriana 3
TT - Trinidad e Tobago 3
GH - Ghana 2
Totale 43.541
Salva come PNG Salva come JPEG
Città #
Ashburn 3.567
Beijing 1.936
Southend 1.778
Seattle 1.626
Singapore 1.544
Des Moines 1.346
Council Bluffs 691
Fairfield 678
Turin 661
San Jose 614
Chandler 589
Jacksonville 447
Ho Chi Minh City 441
Princeton 438
Dallas 376
Hanoi 364
Ann Arbor 354
Boardman 352
Houston 351
Woodbridge 351
Wayne 347
Chicago 314
Izmir 274
Dublin 268
Berlin 259
Hong Kong 247
Wilmington 242
San Ramon 240
Torino 234
Helsinki 226
Cambridge 217
Santa Clara 182
Buffalo 180
Seoul 174
Herkenbosch 168
Lauterbourg 168
Milan 165
Bern 156
Amsterdam 153
San Francisco 147
Los Angeles 144
New York 141
San Donato Milanese 124
Shanghai 119
Frankfurt 118
Zaporozhye 115
Bologna 113
Hefei 112
Saint Petersburg 111
Pennsylvania Furnace 106
North Bergen 93
Overberg 93
Rome 89
Groningen 87
Baltimore 86
Padua 85
Vienna 81
Monopoli 75
Brussels 73
Mountain View 72
Zhengzhou 69
Da Nang 66
Haiphong 62
Frankfurt am Main 60
Gilroy 57
Norwalk 52
Galati 50
Cuneo 49
Lausanne 48
Fremont 47
Munich 47
The Dalles 47
Toronto 47
Jakarta 46
London 46
San Diego 46
Dearborn 45
Paris 42
Guangzhou 41
Redwood City 38
Hangzhou 37
Moscow 37
Savona 36
Columbus 35
Lecce 35
Tokyo 35
Aosta 34
Las Vegas 34
Shenzhen 34
São Paulo 33
Istanbul 32
Malatya 32
Nuremberg 31
Piscataway 30
Rio de Janeiro 30
Valfenera 30
Nanjing 29
Phoenix 29
Naples 27
Tongling 27
Totale 26.554
Salva come PNG Salva come JPEG
Nome #
The cohesive frictional crack model applied to the analysis of the dam-foundation joint 937
"An innovative bio-engineering retaining structure for supporting unstable soil" 925
Lifetime evaluation of concrete structures under sustained post-peak loading 832
A new experimental snow avalanche test site at Seehore peak in Aosta Valley (NW Italian Alps) – Part II: Engineering aspects 715
Comportamento di una palificata prefabbricata per il contenimento delle terre: studi sperimentali 695
Cohesive Crack Model Description of Ductile to Brittle Size-scale Transition: Dimensional Analysis vs. Renormalization Group Theory 686
"Caratterizzazione fisica-chimico di tailings invecchiati artificialmente" 662
Analysis of Fracture Mechanics Tests on Opalinus Clay 649
Principi di dimensionamento della palificata loricata "Terrasafe" 636
Stiffening effect of bolt-on transducers on strain measurements 636
Cellular-Automata model for dense-snow avalanches 634
An apparatus for in-situ direct shear tests on snow 633
Analisi dell'interazione tra colate detritiche e opere di difesa: il caso del torrente Grand Valey (Valle d'Aosta) 630
Creep and Fracture in Concrete: A Fractional Order Rate Approach 616
Fracture Mechanics Characterization of an AnisotropicGeomaterial 552
Fuzzy modelling of powder snow avalanches 532
Numerical modelling of ground-tunnel support interaction using bedded-beam-spring model with fuzzy parameters 529
Modeling water penetration at dam-foundation joint 525
"Caratterizzazione fisico-chimica di tailings invecchiati artificialmente" 521
Influence of the Tunnel Shape on Shotcrete Lining Stresses 505
Healing of snow surface-to-surface contacts by isothermal sintering 487
Geomechanical modeling to study the effects of slope instability on buildings: a case study in northern Italy 474
Snow Pressure on a Semiflexible Retaining Structure 466
Asymptotic fields at the tip of a cohesive crack growing at bi-material interface 442
Sub-critical cohesive crack propagation with hydro-mechanical coupling and friction 438
Dinamica delle valanghe: distacco e interazione flusso/ostacoli. 437
A new experimental snow avalanche test site at Seehore peak in Aosta Valley (NW Italian Alps)—part I: Conception and logistics 434
A Fractional Order Rate Approach for Modeling Concrete Structures Subjected to Creep and Fracture 412
Sub-critical cohesive crack propagation with hydro-mechanical coupling and friction 397
Fuzzy Parameters Analysis of Time--Dependent Fracture of Concrete Dam Models 389
Il distacco artificiale a Punta Seehore: metodologie impiegate e campagna sperimentale. 362
A large time increment method applied to an interface cohesive crack growing in compression-shear conditions 358
Aging Simulation of the Tailings from Stava Fluorite Extraction by Exposure to Gamma Rays 355
"Cohesive frictional crack at bi-material interface" 352
Subcritical crack propagation under cyclic load of concrete structures 333
Pedestrian Bridge Application in a Fundamentals of Structural Analysis Course Inside an Architecture Bachelor Program 332
An integrated system to assess snow forces on avalanche defense structures from snow-gliding: La Tour test site - Aosta Valley (IT) 331
Prove sperimentali al sito della Punta Seehore nelle stagioni 2010 e 2011 321
A new experimental site for the study of snow avalanches in the Aosta Valley (NW-Italy) 318
The Belidor bascule bridge design 315
Lifetime of concrete dam models under constant loads 314
Conception et fonctionnement d'un site-test pour l'analyse de la dynamique des avalanches et de l'interaction écoulement-obstacle 312
Numerical Simulation of Prenotched Gravity Dam Models 310
Impact Behaviour of Concrete: a Computational Approach 307
Concezione e uso di un sito sperimentale per lo studio della dinamica di una valanga di neve 304
A note on the design of fibre-reinforced shotcrete linings for underground support 301
A comparison between three avalanche test sites in northwestern Alps as developed in the DYNAVAL-Alcotra project 301
Interferenza valanghiva con le costruzioni: misure e analisi di impatto valanghivo sull'ostacolo strumentato della Punta Seehore. 298
Time-dependent fracture of concrete dam models with fuzzy parameters 296
Monitoraggio del sito sperimentale della Punta Seehore. 295
Experimental study of the shear strength of a snow-mortar interface 293
An elasto-visco-plastic constitutive model for snow: Theory and finite element implementation 292
The level set method applied to avalanches 291
Size-effects induced bifurcation phenomena during multiple cohesive crack propagation 291
Work-in-progress: Pedestrian bridge application in a fundamentals of structural analysis course inside an architecture bachelor program 288
Teaching experience at the Politecnico di Torino with web 2.0 technologies for the improvement of homework study 284
Failure lifetime of concrete structures under creep and fracture 283
Measurements at Seehore test site in winters 2010/2011 and 2011/2012 280
Hydromechanical coupling at dam-foundation joint 278
A new test site in Aosta Valley (northwestern Italian Alps) for measuring the effects of snow-gliding on avalanche defence structures 277
Preliminary measurements and survey at the Italian avalanche test site Punta Seehore 276
Il sito sperimentale della Punta Seehore. 275
Fatigue fracture in concrete structure 273
Instability of a broadcasting plant induced by a landslide 270
Cracked concrete structures under cyclic load 268
The contribution of continuum-mechanics based numerical model to the design of debris flow barriers 265
PRINCIPI DI CALCOLO DI UN’OPERA DI INGEGNERIA NATURALISTICA PER IL SOSTEGNO DI MOVIMENTI FRANOSI SUPERFICIALI 265
Chemical-Physical Characterization of Stava Tailings Subjected to an Innovative Aging Technique 260
Towards a general constitutive model for snow 258
Impact of debris flows on filter barriers: Analysis based on site monitoring data 258
The Morgex avalanche - a comparative study 255
Some Improvements of a Visco-Plastic Constitutive Model for Snow 253
Analysis of the dam-foundation joint through the cohesive frictional crack model 252
Nuovi modelli per l’innesco e la propagazione delle valanghe di neve 249
Healing of snow interfaces: cold laboratory experiments on isothermal snow sintering 249
Recent developments in the Italian technical rules for dams and barrages 247
Hydro-mechanical characterization of silty tailings in unsaturated conditions 245
A note on the design of fibre-reinforced shotcrete linings for underground support 243
Size-effects induced bifurcation phenomena during multiple cohesive crack propagation 242
Evaluation of the critical temperature decrease in a cracked buttress dam through the cohesive crack model 241
Quarry-Induced Slope Instability at a Broadcasting Transmission Plant near Valcava, Lombardia, Italy 241
Modelli Numerici per lo Studio dei Fenomeni Fessurativi nelle Dighe 240
Interazione tra il comportamento viscoso del calcestruzzo e la crescita della fessura 240
Mixed-mode pressurized fracture at the dam-foundation joint 240
Time-Dependent Fracture of Concrete using Fractional Order Rate Laws 239
Fluid driven cohesive crack propagation in quasi-brittle materials 239
Hydraulic fracture at dam-foundation joint 238
Experimental and numerical evaluation of gravity dam models failure lifetime 237
Some issues in the application of the frictional cohesive crack model to dam-foundation joints 237
The Cohesive Crack Model 233
How research can help in the avalanche risk management: three new experimental sites in Aosta Valley (North-Western Italian Alps - Italy) 233
A new experimental set-up to study the shear strength of snow-mortar interfaces 233
Hacking Higher Education: Rethinking the EduHack Course 232
Crack propagation under constant load: constitutive laws for the process zone 230
Subcritical crack propagation in concrete structures under cyclic load 229
Non planar crack propagation in concrete specimens 228
Scale effects in the cohesive process zone and structural response 226
Time-dependent fracture of concrete in mixed mode 225
Failure lifetime prediction of cracked concrete structures 225
Snow Avalanche Impact Measurements at the Seehore Test Site in Aosta Valley (NW Italian Alps) 224
Totale 36.511
Salva come PNG Salva come JPEG
Categoria #
all - tutte 105.967
article - articoli 48.209
book - libri 0
conference - conferenze 53.599
curatela - curatele 0
other - altro 1.232
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.927
Totale 211.934
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021440 0 0 0 0 0 0 0 0 0 236 155 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
2025/20268.627 530 483 755 850 601 658 1.151 804 1.853 942 0 0
Totale 43.833