IRIS
BIONDI, Giovanni
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 6.922
EU - Europa 6.695
AS - Asia 3.433
SA - Sud America 1.324
Continente sconosciuto - Info sul continente non disponibili 350
AF - Africa 109
OC - Oceania 8
Totale 18.841
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 6.775
RU - Federazione Russa 3.231
SG - Singapore 1.507
BR - Brasile 1.121
IT - Italia 937
CN - Cina 835
IE - Irlanda 743
SE - Svezia 542
HK - Hong Kong 436
DE - Germania 346
FR - Francia 227
VN - Vietnam 220
UA - Ucraina 160
FI - Finlandia 142
GB - Regno Unito 128
IN - India 85
AR - Argentina 68
CA - Canada 65
BD - Bangladesh 51
PL - Polonia 49
NL - Olanda 48
BE - Belgio 47
EC - Ecuador 42
TR - Turchia 39
MX - Messico 33
IQ - Iraq 31
PK - Pakistan 29
ZA - Sudafrica 26
CO - Colombia 25
VE - Venezuela 25
MA - Marocco 23
JP - Giappone 22
UZ - Uzbekistan 18
ES - Italia 17
ID - Indonesia 17
TN - Tunisia 17
CR - Costa Rica 15
MY - Malesia 15
KR - Corea 14
AZ - Azerbaigian 13
IL - Israele 13
AT - Austria 12
CH - Svizzera 10
EG - Egitto 10
JM - Giamaica 10
KE - Kenya 10
PE - Perù 10
BO - Bolivia 9
CL - Cile 9
SA - Arabia Saudita 9
PY - Paraguay 8
AE - Emirati Arabi Uniti 7
NP - Nepal 7
UY - Uruguay 7
AL - Albania 6
JO - Giordania 6
PH - Filippine 6
PT - Portogallo 6
AU - Australia 5
DZ - Algeria 5
GR - Grecia 5
IR - Iran 5
QA - Qatar 5
RO - Romania 5
BH - Bahrain 4
CI - Costa d'Avorio 4
ET - Etiopia 4
GE - Georgia 4
LB - Libano 4
NI - Nicaragua 4
NO - Norvegia 4
OM - Oman 4
RS - Serbia 4
TW - Taiwan 4
CZ - Repubblica Ceca 3
DO - Repubblica Dominicana 3
HN - Honduras 3
KG - Kirghizistan 3
KZ - Kazakistan 3
LT - Lituania 3
NZ - Nuova Zelanda 3
PA - Panama 3
BG - Bulgaria 2
BN - Brunei Darussalam 2
BY - Bielorussia 2
DK - Danimarca 2
GA - Gabon 2
GT - Guatemala 2
HR - Croazia 2
HU - Ungheria 2
KH - Cambogia 2
LK - Sri Lanka 2
MK - Macedonia 2
PR - Porto Rico 2
PS - Palestinian Territory 2
SC - Seychelles 2
SK - Slovacchia (Repubblica Slovacca) 2
SN - Senegal 2
SV - El Salvador 2
SY - Repubblica araba siriana 2
Totale 18.469
Salva come PNG Salva come JPEG
Città #
Dallas 1.138
Ashburn 953
Moscow 947
Singapore 826
Dublin 743
Chandler 604
San Jose 462
Hong Kong 432
Nyköping 346
Jacksonville 342
Beijing 273
Council Bluffs 249
Messina 194
Dearborn 156
Ann Arbor 149
The Dalles 145
Princeton 128
Lauterbourg 110
Los Angeles 110
Cambridge 98
Medford 94
Des Moines 92
Rome 78
São Paulo 74
Munich 68
Dong Ket 64
Buffalo 55
Tianjin 49
Florence 48
Ho Chi Minh City 47
Santa Clara 47
Boardman 46
Brussels 42
New York 42
Frankfurt am Main 41
Woodbridge 41
Redondo Beach 40
Warsaw 40
Rio de Janeiro 36
Milan 34
Guangzhou 32
Jinan 32
Orem 32
Hanoi 31
Lentini 30
Wilmington 30
Brasília 27
Catania 25
Belo Horizonte 24
Curitiba 22
Helsinki 22
Shenzhen 22
Atlanta 20
Goiânia 20
Houston 20
London 20
Brooklyn 19
Nanjing 19
Phoenix 19
Porto Alegre 19
Tokyo 19
Turku 19
Chennai 18
Düsseldorf 16
Nürnberg 16
Salvador 16
San Mateo 16
Seattle 16
Mexico City 15
Naples 15
Olivarella 15
San Francisco 15
Shanghai 15
Taizhou 15
Tashkent 15
Amsterdam 14
Baghdad 14
Montreal 14
Columbus 13
Denver 13
Fortaleza 13
Guayaquil 13
Shenyang 13
Stockholm 13
Zhengzhou 13
Baku 12
Chicago 12
Marsciano 12
Ningbo 12
Quito 12
San José 12
Ankara 11
Guarulhos 11
Hebei 11
Kuala Lumpur 11
North Bergen 11
Paris 11
Bologna 10
Istanbul 10
Nairobi 10
Totale 10.510
Salva come PNG Salva come JPEG
Nome #
Calibration of a model for the prediction of the settlement response of a heterogeneous soil deposit 260
1-D Non-linear seismic response analysis of category C soil deposits according to Italian Seismic code 245
Acceleration of the consolidation process of a clayey soil by preloading and vertical drains: field measurements and numerical predictions 223
One-dimensional compression of volcanic ash of Mount Etna 223
A GLE-based model for seismic displacement analysis of slopes including strength degradation and geometry rearrangement 221
Dynamic image analysis of Etna Sand in one-dimensional compression 211
VERIFICA ALLO STATO LIMITE DI COLLASSO DI UNA DIGA IN TERRA ZONATA 210
A two-wedge approach for the evaluation of seismic-induced rock-slides 210
A procedure for the selection of input ground motion for 1D seismic response analysis 207
Analisi parametrica della frana di Calitri con un modello multiblocco 204
Performance indexes for seismic analyses of earth dams 201
Affidabilità di alcune correlazioni empiriche per la stima del numero di cicli di carico equivalente 200
Number of uniform stress cycles equivalent to seismic loading 198
A laboratory investigation of the mechanical behaviour of a volcanic ash 197
Measurements and predictions of settlements induced by preloading and vertical drains on a heterogeneous soil deposit 193
A case study on soil settlements induced by preloading and vertical drains 190
Assessment and mapping of debris flow hazard through integratedphysically based models and GIS assisted methods 189
Empirical models for the assessment of the number of equivalent cycles for Italian earthquakes 187
A NOVEL METHOD FOR THE GENERATION OF FULLY NON-STATIONARY SPECTRUM COMPATIBLE ARTIFICIAL ACCELEROGRAMS 186
A GLE multi-block model for the evaluation of seismic displacements of slopes 181
Effect of earthquake-induced pore-water pressure in clay slopes 177
Generation of fully non-stationary random processes consistent with target accelerograms 176
Indici di prestazione sismica delle dighe in terra 175
Analisi agli spostamenti di pendii con superfici di scorrimento mistilinee: Confronto con risultati di prove su tavola vibrante 175
Analisi sismica multi-blocco di pendii: effetto della variazione geometrica del corpo di frana durante il moto 171
Influence of Soil Heterogeneity on the Selection of Input Motion for 1D Seismic Response Analysis 171
Analisi agli spostamenti per le opere di sostegno in terra rinforzata soggette ad azione sismica 169
Groundwater effect on bearing capacity of shallow strip footings 169
Effetto della variazione di geometria sugli spostamenti sismici dei pendii 166
ANALISI DINAMICA SEMPLIFICATA DELLA RISPOSTA SISMICA DI OPERE DI SOSTEGNO IN TERRA RINFORZATA 165
Analisi prestazionale del comportamento sismico delle opere di sostegno in terra rinforzata 164
Influence of earthquake-induced pore water pressures on seismic bearing capacity of shallow foundations 164
Seismic Performance of the San Pietro Dam 163
Field performance and analysis of the foundation soil of a tank improved by preloading and vertical drains 161
Effect of simple topographic irregularities on site seismic response 159
A new shaking table apparatus for large scale physical modelling of geotechnical systems 157
Assessment and mapping of debris flow risk in a small catchment in Eastern Sicily through integrated numerical simulations and GIS 157
Multiblock seismic displacement analysis of the 1980 Calitri landslide 156
Analisi del comportamento sismico delle opere in terra rinforzata: esperienze da recenti terremoti, modellazione fisica e numerica 156
Valutazione della risposta sismica di una diga in terra zonata 156
Generation of artificial accelerograms consistent with earthquake-induced ground motions 156
STATIC AND SEISMIC BEARING CAPACITY OF SHALLOW STRIP FOUNDATIONS ON SLOPES 156
1D non-linear seismic response analysis of soft soil deposits 155
Coupled FE seismic analysis of a zoned earth dam 152
Valutazione del coefficiente di amplificazione stratigrafica per depositi di categoria c mediante analisi di risposta sismica 1-D non linear 151
Calibration of a large shaking table equipment for testing geotechnical physical models under plane strain conditions 149
Comportamento meccanico di una sabbia vulcanica 148
Coupling between stratigraphic and topographic effects on slopes 142
Critical acceleration of shallow strip footings 141
A modified Newmark type-analysis according to EC-8 requirements for seismic stability analysis of natural slopes 140
Effect of vertical input motion and excess pore pressures on the seismic performance of a zoned dam 140
Influence of cyclic strength degradation on a Newmark-type analysis 140
A seismic parameter for the prediction of crest settlements of earth dams induced by horizontal and vertical input motions 139
Earthquake-triggered landslides hazard in the Catania area 138
Effetto della componente verticale dell'azione sismica sugli spostamenti permanenti dei pendii 137
Geotechnical aspects affecting the selection of input motion for seismic site response analysis 137
Effect of lateral disconnections on the seismic response of shallow foundations 136
The shaking table with laminar box of the University of Messina 131
Valutazione del numero di cicli di carico equivalente 128
Screening-level analyses for the evaluation of the seismic performance of a zoned earth dam 128
Valutazione del numero di cicli di carico equivalente per le registrazioni accelerometriche italiane 127
Evaluation of topographic aggravation factors through 2D equivalent linear seismic response analysis 126
Equivalenza tra analisi pseudo-statica e metodo degli spostamenti 125
Pore pressure effect on seismic response of slopes 125
Experimental study in the shaking table of the input motion characteristics in the dynamic SSI of a SDOF model (si veda la nota dettagliata sull'Erratum del titolo) 123
Influence of soil non-linear behaviour on seismic response of soft soil deposits. 122
Energy‐compatible modulating functions for the stochastic generation of fully non‐stationary artificial accelerograms and their effects on seismic site response analysis 121
Earthquake effects on the displacements of liquefiable slopes 119
Submarine slopes of the Messina seaport area: a model for the evaluation of the post-seismic serviceability conditions 119
Seismic stability analysis of base-reinforced embankments on soft soils 116
Numerical analysis of the seismic behavior of the Menta BFR dam 115
Bearing capacity of shallow strip foundations adjacent to slopes 114
Seismic response of saturated cohesionless slopes 114
Performance-based pseudo-static analysis of slopes 114
Performance-based pseudo-static analysis of gravity retaining walls 113
Spostamenti ammissibili nelle verifiche pseudo-statiche dei muri di sostegno 113
Effect of the presence of a historical underground quarry on site seismic response 113
Calibration Tests of a Shaking Table Apparatus for Testing Large Scale Geotechnical Models 112
Valutazione di effetti indotti: instabilità dei versanti in condizioni sismiche” 112
Coupling of topographic and stratigraphic effects on seismic response of slopes through 2D linear and equivalent linear analyses 111
Flow and deformation failure of sandy slopes 110
Seismic displacement analysis of slopes: comparison between a multi-block model and shaking table tests 110
Site response analysis using the Preisach formalism 108
Performance-based seismic analysis of natural slopes and concrete retaining walls: concepts, advantages and limitations 107
Experimental characterization of waste and geotechnical design aspects of the Enna (Italy) landfill 107
Un criterio razionale per la scelta del coefficiente sismico equivalente nelle analisi pseudo-statiche dei pendii 105
Displacement-based analysis of waste landfill cover systems. 104
Validation of a theoretical solution through in situ measurements of a consolidation process 104
The Static and Seismic Bearing Capacity Factor Nγ for Footings Adjacent to Slopes 104
Equivalenza tra analisi pseudostatica e metodo degli spostamenti 101
Valutazione dell'accelerazione critica di fondazioni superficiali 101
Dynamic characterization of fine-grained soils for the seismic microzonation of Central italy 101
Parametri sismici significativi per la previsione del numero di cicli di carico equivalente 100
Dynamic characterization of fine-grained soils in Central Italy by laboratory testing 100
Valutazione del comportamento dei pendii in condizioni sismiche 99
Influence of the input motion characteristics on dynamic soil-structure interaction by shaking table tests 99
Una procedura per la valutazione delle condizioni di stabilità sismica dei pendii costituiti da terreni incoerenti saturi 98
Criteri di progetto di rilevati rinforzati alla base in zona sismica 98
Valutazione dell’amplificazione topografica in pendii di altezza finita 98
Earthquake effect on the earth pressure coefficient at active limit state for a geogrid reinforced wall 97
Totale 14.692
Salva come PNG Salva come JPEG
Categoria #
all - tutte 62.151
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 62.151
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022537 0 0 0 51 34 8 36 33 9 25 89 252
2022/20232.316 180 160 104 204 139 244 23 172 954 14 95 27
2023/2024666 67 101 34 172 53 63 23 45 2 30 28 48
2024/20253.089 41 23 43 191 219 55 135 716 714 178 204 570
2025/20268.265 361 1.071 594 457 525 1.701 1.032 931 961 341 163 128
2026/20271.159 104 304 326 425 0 0 0 0 0 0 0 0
Totale 18.841