PORTO @ Archivio Istituzionale della Ricerca

BARPI, FABRIZIO
 Distribuzione geografica
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Continente #
NA - Nord America 19.261
EU - Europa 15.381
AS - Asia 9.831
SA - Sud America 810
Continente sconosciuto - Info sul continente non disponibili 296
AF - Africa 160
OC - Oceania 33
Totale 45.772
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Nazione #
US - Stati Uniti d'America 18.991
IT - Italia 3.769
CN - Cina 3.249
DE - Germania 3.239
SG - Singapore 2.857
FR - Francia 2.143
GB - Regno Unito 2.113
VN - Vietnam 1.565
UA - Ucraina 873
RU - Federazione Russa 790
NL - Olanda 636
BR - Brasile 610
KR - Corea 472
TR - Turchia 372
HK - Hong Kong 335
CH - Svizzera 325
SE - Svezia 310
IE - Irlanda 276
FI - Finlandia 257
IN - India 235
AT - Austria 183
BD - Bangladesh 175
CA - Canada 154
JP - Giappone 107
BE - Belgio 80
RO - Romania 74
ID - Indonesia 72
PH - Filippine 70
TH - Thailandia 62
AR - Argentina 57
TW - Taiwan 48
IR - Iran 43
CL - Cile 39
PT - Portogallo 38
ZA - Sudafrica 38
ES - Italia 36
MX - Messico 33
BG - Bulgaria 31
CO - Colombia 31
IQ - Iraq 29
PL - Polonia 29
EC - Ecuador 28
AU - Australia 26
JO - Giordania 25
IL - Israele 23
DZ - Algeria 22
MY - Malesia 20
UZ - Uzbekistan 18
VE - Venezuela 18
EU - Europa 17
SA - Arabia Saudita 17
PK - Pakistan 16
AP - ???statistics.table.value.countryCode.AP??? 15
BY - Bielorussia 14
GR - Grecia 14
LT - Lituania 14
NG - Nigeria 14
NO - Norvegia 14
CZ - Repubblica Ceca 13
GQ - Guinea Equatoriale 13
JM - Giamaica 13
AE - Emirati Arabi Uniti 12
PE - Perù 12
DK - Danimarca 11
DO - Repubblica Dominicana 11
EG - Egitto 11
NI - Nicaragua 11
CR - Costa Rica 10
SN - Senegal 10
MA - Marocco 9
CI - Costa d'Avorio 8
GT - Guatemala 8
SK - Slovacchia (Repubblica Slovacca) 8
TN - Tunisia 8
HN - Honduras 7
KE - Kenya 7
NZ - Nuova Zelanda 7
AZ - Azerbaigian 6
EE - Estonia 6
HR - Croazia 6
LB - Libano 6
UY - Uruguay 6
AL - Albania 5
BB - Barbados 5
LU - Lussemburgo 5
PY - Paraguay 5
TT - Trinidad e Tobago 5
BO - Bolivia 4
MD - Moldavia 4
QA - Qatar 4
AO - Angola 3
BH - Bahrain 3
CG - Congo 3
HU - Ungheria 3
KZ - Kazakistan 3
LV - Lettonia 3
OM - Oman 3
PA - Panama 3
PR - Porto Rico 3
RS - Serbia 3
Totale 45.447
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Città #
Ashburn 3.682
Beijing 1.941
Southend 1.778
Seattle 1.627
Singapore 1.552
Des Moines 1.346
San Jose 837
Council Bluffs 774
Turin 685
Fairfield 679
Chandler 589
Jacksonville 448
Ho Chi Minh City 441
Princeton 438
Dallas 391
Hanoi 367
Houston 356
Ann Arbor 354
Boardman 353
Woodbridge 351
Wayne 347
Chicago 329
Izmir 274
Dublin 269
Berlin 259
Hong Kong 254
Wilmington 242
San Ramon 240
Milan 239
Torino 234
Helsinki 226
Santa Clara 225
Cambridge 217
Buffalo 188
Seoul 175
Los Angeles 174
New York 174
Herkenbosch 168
Lauterbourg 168
Bern 156
Amsterdam 153
San Francisco 153
Rome 134
San Donato Milanese 124
Shanghai 120
Frankfurt 118
Bologna 115
Zaporozhye 115
Hefei 112
Saint Petersburg 111
Pennsylvania Furnace 106
North Bergen 93
Overberg 93
Baltimore 87
Groningen 87
Padua 86
Vienna 81
Monopoli 75
Brussels 73
Mountain View 72
Zhengzhou 69
Da Nang 66
Haiphong 64
The Dalles 62
Frankfurt am Main 60
Gilroy 57
Toronto 54
Phoenix 53
Norwalk 52
Galati 50
Cuneo 49
Lausanne 48
Fremont 47
Munich 47
Jakarta 46
London 46
San Diego 46
Dearborn 45
Paris 43
Guangzhou 41
Naples 39
Redwood City 38
Tokyo 38
Hangzhou 37
Moscow 37
Columbus 36
Savona 36
Las Vegas 35
Lecce 35
São Paulo 35
Aosta 34
Shenzhen 34
Istanbul 32
Malatya 32
Rio de Janeiro 32
Nuremberg 31
Piscataway 31
Valfenera 30
Nanjing 29
Tongling 27
Totale 27.378
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Nome #
"An innovative bio-engineering retaining structure for supporting unstable soil" 997
The cohesive frictional crack model applied to the analysis of the dam-foundation joint 959
Lifetime evaluation of concrete structures under sustained post-peak loading 851
"Caratterizzazione fisica-chimico di tailings invecchiati artificialmente" 753
Cohesive Crack Model Description of Ductile to Brittle Size-scale Transition: Dimensional Analysis vs. Renormalization Group Theory 731
A new experimental snow avalanche test site at Seehore peak in Aosta Valley (NW Italian Alps) – Part II: Engineering aspects 724
Comportamento di una palificata prefabbricata per il contenimento delle terre: studi sperimentali 704
Analysis of Fracture Mechanics Tests on Opalinus Clay 673
Principi di dimensionamento della palificata loricata "Terrasafe" 667
Stiffening effect of bolt-on transducers on strain measurements 666
An apparatus for in-situ direct shear tests on snow 652
Cellular-Automata model for dense-snow avalanches 649
Analisi dell'interazione tra colate detritiche e opere di difesa: il caso del torrente Grand Valey (Valle d'Aosta) 636
Creep and Fracture in Concrete: A Fractional Order Rate Approach 634
"Caratterizzazione fisico-chimica di tailings invecchiati artificialmente" 590
Fracture Mechanics Characterization of an AnisotropicGeomaterial 559
Fuzzy modelling of powder snow avalanches 553
Numerical modelling of ground-tunnel support interaction using bedded-beam-spring model with fuzzy parameters 551
Modeling water penetration at dam-foundation joint 531
Influence of the Tunnel Shape on Shotcrete Lining Stresses 521
Healing of snow surface-to-surface contacts by isothermal sintering 496
Geomechanical modeling to study the effects of slope instability on buildings: a case study in northern Italy 491
Snow Pressure on a Semiflexible Retaining Structure 486
A new experimental snow avalanche test site at Seehore peak in Aosta Valley (NW Italian Alps)—part I: Conception and logistics 457
Asymptotic fields at the tip of a cohesive crack growing at bi-material interface 453
Dinamica delle valanghe: distacco e interazione flusso/ostacoli. 450
Sub-critical cohesive crack propagation with hydro-mechanical coupling and friction 443
Fuzzy Parameters Analysis of Time--Dependent Fracture of Concrete Dam Models 437
A Fractional Order Rate Approach for Modeling Concrete Structures Subjected to Creep and Fracture 419
Sub-critical cohesive crack propagation with hydro-mechanical coupling and friction 406
Pedestrian Bridge Application in a Fundamentals of Structural Analysis Course Inside an Architecture Bachelor Program 372
Il distacco artificiale a Punta Seehore: metodologie impiegate e campagna sperimentale. 367
A large time increment method applied to an interface cohesive crack growing in compression-shear conditions 366
Aging Simulation of the Tailings from Stava Fluorite Extraction by Exposure to Gamma Rays 363
"Cohesive frictional crack at bi-material interface" 358
Subcritical crack propagation under cyclic load of concrete structures 339
An integrated system to assess snow forces on avalanche defense structures from snow-gliding: La Tour test site - Aosta Valley (IT) 339
An elasto-visco-plastic constitutive model for snow: Theory and finite element implementation 335
Prove sperimentali al sito della Punta Seehore nelle stagioni 2010 e 2011 332
The Belidor bascule bridge design 330
Conception et fonctionnement d'un site-test pour l'analyse de la dynamique des avalanches et de l'interaction écoulement-obstacle 323
A new experimental site for the study of snow avalanches in the Aosta Valley (NW-Italy) 322
Impact Behaviour of Concrete: a Computational Approach 318
Lifetime of concrete dam models under constant loads 317
Work-in-progress: Pedestrian bridge application in a fundamentals of structural analysis course inside an architecture bachelor program 317
Experimental study of the shear strength of a snow-mortar interface 316
Numerical Simulation of Prenotched Gravity Dam Models 315
A note on the design of fibre-reinforced shotcrete linings for underground support 312
Concezione e uso di un sito sperimentale per lo studio della dinamica di una valanga di neve 312
A comparison between three avalanche test sites in northwestern Alps as developed in the DYNAVAL-Alcotra project 305
Interferenza valanghiva con le costruzioni: misure e analisi di impatto valanghivo sull'ostacolo strumentato della Punta Seehore. 305
Monitoraggio del sito sperimentale della Punta Seehore. 303
Time-dependent fracture of concrete dam models with fuzzy parameters 300
Size-effects induced bifurcation phenomena during multiple cohesive crack propagation 300
Preliminary measurements and survey at the Italian avalanche test site Punta Seehore 297
The level set method applied to avalanches 294
PRINCIPI DI CALCOLO DI UN’OPERA DI INGEGNERIA NATURALISTICA PER IL SOSTEGNO DI MOVIMENTI FRANOSI SUPERFICIALI 292
Failure lifetime of concrete structures under creep and fracture 290
Teaching experience at the Politecnico di Torino with web 2.0 technologies for the improvement of homework study 287
Measurements at Seehore test site in winters 2010/2011 and 2011/2012 286
Hydromechanical coupling at dam-foundation joint 285
A new test site in Aosta Valley (northwestern Italian Alps) for measuring the effects of snow-gliding on avalanche defence structures 283
Fatigue fracture in concrete structure 282
Il sito sperimentale della Punta Seehore. 282
Impact of debris flows on filter barriers: Analysis based on site monitoring data 282
Chemical-Physical Characterization of Stava Tailings Subjected to an Innovative Aging Technique 282
Towards a general constitutive model for snow 277
Instability of a broadcasting plant induced by a landslide 275
Cracked concrete structures under cyclic load 274
The contribution of continuum-mechanics based numerical model to the design of debris flow barriers 273
The Morgex avalanche - a comparative study 265
Experimental and numerical evaluation of gravity dam models failure lifetime 265
Analysis of the dam-foundation joint through the cohesive frictional crack model 262
Some Improvements of a Visco-Plastic Constitutive Model for Snow 261
Evaluation of the critical temperature decrease in a cracked buttress dam through the cohesive crack model 261
Interazione tra il comportamento viscoso del calcestruzzo e la crescita della fessura 256
Healing of snow interfaces: cold laboratory experiments on isothermal snow sintering 255
A note on the design of fibre-reinforced shotcrete linings for underground support 254
Nuovi modelli per l’innesco e la propagazione delle valanghe di neve 253
Hydro-mechanical characterization of silty tailings in unsaturated conditions 253
Quarry-Induced Slope Instability at a Broadcasting Transmission Plant near Valcava, Lombardia, Italy 253
Recent developments in the Italian technical rules for dams and barrages 253
Modelli Numerici per lo Studio dei Fenomeni Fessurativi nelle Dighe 250
Time-Dependent Fracture of Concrete using Fractional Order Rate Laws 250
Size-effects induced bifurcation phenomena during multiple cohesive crack propagation 250
A new experimental set-up to study the shear strength of snow-mortar interfaces 249
Hacking Higher Education: Rethinking the EduHack Course 248
Some issues in the application of the frictional cohesive crack model to dam-foundation joints 245
Snow Avalanche Impact Measurements at the Seehore Test Site in Aosta Valley (NW Italian Alps) 245
Hydraulic fracture at dam-foundation joint 243
Fluid driven cohesive crack propagation in quasi-brittle materials 243
Mixed-mode pressurized fracture at the dam-foundation joint 242
The Cohesive Crack Model 241
Crack propagation under constant load: constitutive laws for the process zone 241
How research can help in the avalanche risk management: three new experimental sites in Aosta Valley (North-Western Italian Alps - Italy) 241
Subcritical crack propagation in concrete structures under cyclic load 239
Failure lifetime prediction of cracked concrete structures 236
Scale effects in the cohesive process zone and structural response 235
Non planar crack propagation in concrete specimens 235
Creep Rupture in Concrete Structures: a New Space and Time IntegrationScheme 234
Totale 38.004
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Categoria #
all - tutte 114.331
article - articoli 51.840
book - libri 0
conference - conferenze 58.034
curatela - curatele 0
other - altro 1.320
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.137
Totale 228.662
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.404 0 0 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
2025/20269.707 530 483 755 850 601 658 1.151 804 1.853 1.097 261 664
2026/2027859 427 303 129 0 0 0 0 0 0 0 0 0
Totale 45.772