IRIS
RUSSO, GIANPIERO
 Distribuzione geografica
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Continente #
EU - Europa 3.902
AS - Asia 3.873
NA - Nord America 3.454
SA - Sud America 512
AF - Africa 58
OC - Oceania 10
Continente sconosciuto - Info sul continente non disponibili 4
Totale 11.813
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Nazione #
US - Stati Uniti d'America 3.316
SG - Singapore 2.275
IT - Italia 1.450
RU - Federazione Russa 1.324
CN - Cina 702
BR - Brasile 407
HK - Hong Kong 375
UA - Ucraina 229
DE - Germania 190
VN - Vietnam 170
FI - Finlandia 151
SE - Svezia 102
GB - Regno Unito 100
IE - Irlanda 100
IN - India 100
CA - Canada 75
FR - Francia 75
IR - Iran 55
NL - Olanda 46
MX - Messico 42
BD - Bangladesh 30
PL - Polonia 29
AR - Argentina 23
KR - Corea 21
GR - Grecia 19
IQ - Iraq 19
PK - Pakistan 19
EC - Ecuador 17
PE - Perù 17
TR - Turchia 13
ES - Italia 12
ID - Indonesia 12
CO - Colombia 11
ZA - Sudafrica 11
RO - Romania 10
BO - Bolivia 9
JP - Giappone 9
PY - Paraguay 9
SA - Arabia Saudita 9
CZ - Repubblica Ceca 8
DZ - Algeria 8
EG - Egitto 8
KE - Kenya 8
AT - Austria 7
AU - Australia 7
RS - Serbia 7
AE - Emirati Arabi Uniti 6
IL - Israele 6
MY - Malesia 6
PT - Portogallo 6
TW - Taiwan 6
UZ - Uzbekistan 6
VE - Venezuela 6
KZ - Kazakistan 5
UY - Uruguay 5
BG - Bulgaria 4
CL - Cile 4
DK - Danimarca 4
HU - Ungheria 4
AZ - Azerbaigian 3
BE - Belgio 3
CH - Svizzera 3
CU - Cuba 3
ET - Etiopia 3
EU - Europa 3
GF - Guiana Francese 3
HN - Honduras 3
HR - Croazia 3
JM - Giamaica 3
LK - Sri Lanka 3
LT - Lituania 3
NP - Nepal 3
TH - Thailandia 3
TN - Tunisia 3
BA - Bosnia-Erzegovina 2
BH - Bahrain 2
BZ - Belize 2
CI - Costa d'Avorio 2
DO - Repubblica Dominicana 2
EE - Estonia 2
JO - Giordania 2
MA - Marocco 2
NI - Nicaragua 2
NO - Norvegia 2
OM - Oman 2
PH - Filippine 2
PS - Palestinian Territory 2
SK - Slovacchia (Repubblica Slovacca) 2
TJ - Tagikistan 2
AF - Afghanistan, Repubblica islamica di 1
AM - Armenia 1
AO - Angola 1
BN - Brunei Darussalam 1
BY - Bielorussia 1
CD - Congo 1
CG - Congo 1
CM - Camerun 1
CW - ???statistics.table.value.countryCode.CW??? 1
DJ - Gibuti 1
DM - Dominica 1
Totale 11.790
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Città #
Singapore 1.041
Chandler 418
Hong Kong 368
Moscow 353
Santa Clara 255
Ashburn 244
Jacksonville 218
Beijing 212
Naples 162
Napoli 160
Millbury 146
Princeton 123
Hefei 102
Boston 91
Los Angeles 91
Nanjing 80
Buffalo 68
Rome 67
Milan 55
Cagliari 54
Des Moines 54
Ho Chi Minh City 54
Wilmington 51
Redondo Beach 50
The Dalles 50
Munich 48
San Jose 40
Hanoi 39
Houston 33
Ottawa 32
Sarzana 31
São Paulo 31
Kronberg 26
Ann Arbor 24
Mexico City 23
Shenyang 23
Dallas 22
Nanchang 22
Lawrence 21
Seattle 21
Woodbridge 21
Brooklyn 20
Chicago 20
Hebei 20
Jiaxing 20
Helsinki 18
Warsaw 18
Dublin 17
London 17
New York 17
Pune 17
Redwood City 16
Frankfurt am Main 15
Lusciano 15
Changsha 14
Norwalk 14
Seoul 14
Tehran 14
Tianjin 14
Lima 13
Padova 13
Caserta 12
Dong Ket 12
Chongqing 11
Montreal 11
Toronto 11
Turku 11
Belo Horizonte 10
Boardman 10
Haiphong 10
Isola Della Scala 10
Washington 10
Agropoli 9
Athens 9
Atlanta 9
Chengdu 9
Brasília 8
Chennai 8
Delhi 8
Falls Church 8
Florence 8
Limone Piemonte 8
Phoenix 8
Rio de Janeiro 8
Saviano 8
Stockholm 8
Tokyo 8
Belgrade 7
Bexley 7
Castellammare di Stabia 7
Curitiba 7
Johannesburg 7
Orange 7
Portsmouth 7
Turin 7
Americana 6
Amsterdam 6
Brahmapur 6
Cairo 6
Campinas 6
Totale 5.678
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Nome #
Factors controlling soil-structure interaction for piled rafts 179
CEDIMENTI INDOTTI DA GALLERIE SUPERFICIALI IN AMBIENTE URBANO 152
Invisible | Accessible. Masonry Domes of the 15th and 16th Centuries in Campania. Innovative Strategies for the Interpretation and the Multi-thematic Inclusive Fruition of Vulnerable Architectures [iDome] 149
Il riscatto del calcestruzzo in campo geotermico 146
Piles and pile foundations 143
Tunnels under seismic loading: a review of damage case histories and protection methods 130
Riqualificazione, restauro e rifunzionalizzazione del Complesso Monumentale di Santa Maria del Popolo degli Incurabili - Studi propedeutici alla progettazione: il quadro esigenziale e gli indirizzi metodologici. 127
A CONTRIBUTION TO THE ANALYSIS OF OSTERBERGS CELL LOAD TEST 124
Alcune osservazioni sull’effetto di diaframmi interrati sui movimenti indotti da scavi di gallerie 120
The Benedictine Basilica of S. Angelo in Formis (Southern Italy): a therapy without diagnosis? 118
Analisi pseudostatica e dinamica di gallerie in aree sismiche 112
Full scale loading tests on instrumented CFA piles 112
Analysis and design of pile foundations under vertical load: an overview 111
High Thermal Conductivity Concrete for Energy Piles 110
UN CASO SPERIMENTALE DI FONDAZIONI SU PALI AL PORTO DI NAPOLI PROGETTATE CON CRITERI INNOVATIVI 109
Fondazioni su pali: osservazioni sperimentali 108
A contribution to the analysis of negative skin friction on piles 107
Numerical analysis of piles to reduce ground movements induced by shallow tunnelling 107
Prediction of the seismic behavior of an underground railway station and a tunnel in Napoli (Italy) 106
Multitemporal synthetic aperture radar for bridges monitoring 105
Displacements with remote sensing and standard ground survey for the Benedictine Basilica of S. Angelo in Formis (Southern Italy). 105
GROUND MOVEMENTS AND LINING STRAINS DURING AN UNDERGROUND TUNNEL CONSTRUCTION IN COHESIONLESS SOIL IN NAPLES 104
Numerical interpretation of monitoring data of an instrumented tunnel segmental ring 103
Analysis of thermo-mechanical behaviour of energy piles. 103
Modellazione ed analisi di pali sotto carichi orizzontali 101
Displacements induced by tunnelling under a historical building 100
EFFETTI DI UN PRE-CARICO SUL CARICO LIMITE NON DRENATO DI UNA FONDAZIONE SUPERFICIALE 99
Carichi termici e carichi meccanici per un palo cfa attestato a tufo 98
Sollecitazioni in rivestimenti di gallerie realizzate con TBM 96
Investigations and stability analysis of San Marcellino cavities in the historical centre of Naples 96
PILED RAFT ON LAYERED SOILS 95
The Naples metro Line 1: the service tunnel at Toledo station 95
San Pasquale station of line 6 in Napoli 94
Pile foundations: experimental investigations analysis and design 93
Cedimenti indotti da grandi scavi in ambiente urbano: il caso della stazione san Pasquale a Napoli 93
Analisi della sezione trasversale di una galleria sottoposta a sollecitazioni dinamiche 92
San Pasquale Station of Line 6 in Naples: Measurements and Numerical Analyses 92
Pali soggetti a carichi orizzontali: indagini sperimentali ed analisi 91
PILES AS SETTLEMENT REDUCERS: A CASE HISTORY 90
Incontro Annuale Giovani Ingegneri Geotecnici 90
Load testing at Feluy test site: Introducing the Omega B+ pile 90
Artificial Ground Freezing to excavate a tunnel in sandy soil. Measurements and back analysis 89
Underground culture: Toledo station in Naples, Italy 89
Cedimenti indotti dallo scavo della stazione san Pasquale a Napoli 89
BEM and FEM approaches to the analysis of negative skin friction on piles 89
SPERIMENTAZIONE IN VERA GRANDEZZA SUI PALI DI FONDAZIONE. MODALITA’ DI PROVA E INTERPRETAZIONE 88
Prime interpretazioni di misure di deformazione nel rivestimento di una galleria realizzata con TBM 88
Seismic vulnerability reduction for historical buildings: the case study of House of mosaics 88
Numerical Prediction of Thermo-Mechanical Behavior of Energy Pile in Pyroclastic Soil 88
The stability of monuments over coastal cliffs in the bay of Napoli 87
Rivestimento di gallerie in conci prefabbricati: sperimentazione e analisi 87
Seismic Vulnerability Reduction for Historical Buildings with Non-Invasive Subsoil Treatments: The Case Study of the Mosaics Palace at Herculaneum 87
Numerical back-calculation of strain measurements from an instrumented segmental tunnel lining 87
3D Displacement field around a deep excavation 87
Long term monitoring of the foundation of a cable stayed bridge 86
Case histories of shallow, deep and other foundations including soil structure interaction - General report 86
Consulenza per la supervisione alle attività di monitoraggio della costruenda Linea 6 della Metropolitana di Napoli 86
San Pasquale station of the Linea 6 in Napoli: dewatering field tests, measurements and back-analyses 86
Excavations in the Neapolitan Subsoil: the experience of the Toledo Station service tunnel 85
EXPERIMENTAL COMPARISON ON DIFFERENT PILE LOAD TESTING METHODS 85
Load-settlement behaviour versus distinctive omega-pile execution parameters 84
Spostamenti orizzontali indotti dalla costruzione di una paratia di pannelli 84
AN EARLY-STAGE DESIGN PROCEDURE FOR CIRCULAR TUNNEL LINING UNDER SEISMIC ACTIONS 84
Studio preliminare degli effetti indotti dallo scavo della stazione san Pasquale 84
Numerical modelling of heat exchanger pile in pyroclastic soil 84
MISURE IN CENTRIFUGA D’INTERAZIONE DINAMICA TERRENO/GALLERIA 83
Experimental behavior and numerical analysis of energy piles 83
Ground movements and strains in the lining of a tunnel in cohesionless soil 82
Use of a line of piles to prevent damages induced by tunnel excavations 81
Seismic vulnerability reduction of monumental building by soil treatments 81
A method to compute the non-linear behaviour of piles under horizontal loading 81
Naples metro Line 1: the service tunnel at Toledo station 81
3D FEM Back Analysis of the Observed Performance of a Very Deep Excavation in the Historical Center of Naples, Italy 81
Seismic response evaluation of a CRFD considering its precise 3D geometry and the surrounding valley 80
Physical and analytical modelling of tunnels under dynamic loadings 80
Riduzione della vulnerabilità sismica per la Palazzina dei mosaici nel Parco di Villa Favorita 80
Use of DInSAR technique for the integrated monitoring of displacement induced by urban tunneling 80
The Chiaia Station of the Napoli Underground: Observations 79
Sollecitazioni indotte da sisma su gallerie circolari interrate 79
Effects of construction and demolition of a TBM excavated tunnel inside existing diaphragm walls 79
ANALYSIS AND PERFORMANCE OF PILED RAFTS DESIGNED USING INNOVATIVE CRITERIA 78
Three-Dimensional Performance of a Deep Excavation in Sand 78
SOME REMARKS ON THE OPTIMUM DESIGN OF PILED RAFTS 75
FULL SCALE LOAD TESTS ON INSTRUMENTED MICROPILES: TECHNOLOGY AND BEHAVIOUR 74
Discussione sull’articolo “Non-linear analysis of pile groups” 72
comportamento di grandi opere di sostegno in area urbana 72
Displacements induced by the installation of diaphragm panels 72
Master ETEC - Master II livello 72
Monitoring a deep excavation in the historical center of Napoli: Università Station 70
Numerical study of a measure for mitigating ground displacements induced by tunnelling 70
Behaviour of Piled Raft in Pyroclastic Soil 70
Centrifuge modeling of seismic loading on tunnels in sand 69
Re-assessment of foundation settlements for the Burj Khalifa,Dubai 69
Lining structural monitoring in the new underground service of Naples (Italy) 69
Ground movements induced by TBM excavation under an historic church in Napoli 68
An empirical prediction of maximum horizontal displacements caused by the construction of diaphragm wall panels. 67
Experimental assessment of performance-based methods for the seismic design of circular tunnels. 66
Backcalculation of internal forces in the segmental lining of a tunnel: the experience of Line 1 in Naples 66
Internal forces arising in the segmental lining of an EPB bored tunnel 65
Piastre circolari di fondazione 64
Totale 9.188
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Categoria #
all - tutte 38.630
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 38.630
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021293 0 0 0 0 0 0 57 23 86 29 46 52
2021/2022736 16 7 14 15 15 25 11 29 110 42 102 350
2022/2023937 161 67 25 99 115 127 23 112 129 6 46 27
2023/2024871 42 100 81 69 49 93 31 133 25 36 132 80
2024/20253.541 216 240 39 32 178 236 422 250 284 284 1.073 287
2025/20263.601 747 403 510 507 1.112 263 59 0 0 0 0 0
Totale 12.055