IRIS
TRONCONE, Antonello
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 2.292
AS - Asia 2.257
EU - Europa 1.299
SA - Sud America 573
AF - Africa 96
OC - Oceania 17
Continente sconosciuto - Info sul continente non disponibili 5
Totale 6.539
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 2.196
SG - Singapore 962
CN - Cina 479
BR - Brasile 426
UA - Ucraina 366
IT - Italia 328
VN - Vietnam 319
DE - Germania 290
HK - Hong Kong 192
SE - Svezia 102
KR - Corea 67
TR - Turchia 54
CA - Canada 51
AR - Argentina 43
FI - Finlandia 40
IN - India 40
SN - Senegal 38
BD - Bangladesh 32
EC - Ecuador 32
MX - Messico 27
GB - Regno Unito 26
BE - Belgio 24
FR - Francia 23
CO - Colombia 22
IQ - Iraq 21
NL - Olanda 21
RU - Federazione Russa 19
ZA - Sudafrica 19
ID - Indonesia 17
AU - Australia 16
PE - Perù 13
JP - Giappone 12
PH - Filippine 10
PL - Polonia 10
PY - Paraguay 10
PK - Pakistan 9
EG - Egitto 8
ES - Italia 8
MA - Marocco 8
UY - Uruguay 8
AT - Austria 7
VE - Venezuela 7
CL - Cile 6
DZ - Algeria 6
IE - Irlanda 6
UZ - Uzbekistan 6
AE - Emirati Arabi Uniti 4
EU - Europa 4
JO - Giordania 4
KE - Kenya 4
SA - Arabia Saudita 4
BG - Bulgaria 3
BO - Bolivia 3
BY - Bielorussia 3
CR - Costa Rica 3
HN - Honduras 3
JM - Giamaica 3
KG - Kirghizistan 3
KZ - Kazakistan 3
NP - Nepal 3
RO - Romania 3
SK - Slovacchia (Repubblica Slovacca) 3
SV - El Salvador 3
AM - Armenia 2
AO - Angola 2
AZ - Azerbaigian 2
CZ - Repubblica Ceca 2
DO - Repubblica Dominicana 2
GY - Guiana 2
LT - Lituania 2
ML - Mali 2
NG - Nigeria 2
NO - Norvegia 2
PA - Panama 2
RS - Serbia 2
TN - Tunisia 2
TW - Taiwan 2
AL - Albania 1
BW - Botswana 1
EE - Estonia 1
ET - Etiopia 1
FK - Isole Falkland (Malvinas) 1
GE - Georgia 1
GH - Ghana 1
GR - Grecia 1
GT - Guatemala 1
HR - Croazia 1
IL - Israele 1
IS - Islanda 1
KW - Kuwait 1
LA - Repubblica Popolare Democratica del Laos 1
MD - Moldavia 1
MK - Macedonia 1
MY - Malesia 1
NA - Namibia 1
NI - Nicaragua 1
NZ - Nuova Zelanda 1
OM - Oman 1
PS - Palestinian Territory 1
PT - Portogallo 1
Totale 6.533
Salva come PNG Salva come JPEG
Città #
Chandler 415
Singapore 412
Jacksonville 241
Hong Kong 189
Boardman 153
Dallas 136
Ho Chi Minh City 116
Dearborn 115
Beijing 113
San Mateo 94
Ashburn 76
Hanoi 73
Shanghai 73
Bremen 63
Roxbury 61
Seoul 61
Lawrence 60
Hefei 55
Ann Arbor 51
Rende 47
Izmir 46
Inglewood 40
Dakar 38
Des Moines 37
São Paulo 37
Munich 33
Cosenza 26
Ottawa 26
Milan 24
Brooklyn 23
Brussels 23
The Dalles 23
Cambridge 22
Helsinki 21
Los Angeles 19
Council Bluffs 18
San Francisco 18
Da Nang 17
Turku 17
Wilmington 17
Columbus 16
Biên Hòa 15
Naples 15
Chicago 13
Frankfurt am Main 13
Kyiv 13
Ogden 13
Reggio Calabria 13
Amsterdam 12
Haiphong 12
New York 12
Santa Clara 12
Toronto 12
Grafing 11
Guangzhou 11
Quito 10
Rio de Janeiro 10
Guayaquil 9
Johannesburg 9
Lima 9
Can Tho 8
Curitiba 8
Delhi 8
Rome 8
Stockholm 8
Warsaw 8
Brasília 7
Buenos Aires 7
Cape Town 7
Maceió 7
Montevideo 7
New Delhi 7
Ninh Bình 7
Seattle 7
Thái Nguyên 7
Tokyo 7
Baghdad 6
Bari 6
Bologna 6
Cairo 6
Dublin 6
Manaus 6
Mexico City 6
Tashkent 6
Tianjin 6
Adelaide 5
Campinas 5
Canberra 5
Catanzaro 5
Dhaka 5
Goiânia 5
Hải Dương 5
Lahore 5
Niterói 5
Osasco 5
Panglao 5
Porto Alegre 5
Quận Bình Thạnh 5
Shenzhen 5
Vancouver 5
Totale 3.616
Salva come PNG Salva come JPEG
Nome #
Post-failure stage simulation of a landslide using the material point method 142
A method for the design of embedded cantilever retaining walls under static and seismic loading 140
A simplified method for predicting rainfall-induced mobility of active landslides 131
Analysis of the slope response to an increase in pore water pressure using the material point method 131
A method for the analysis of soil slips triggered by rainfall 121
Back-Analysis of the Post-Failure Stage of a Landslide Using the Material Point Method 120
Progressive failure analysis of shallow foundations on soils with strain-softening behaviour 118
Behaviour of flexible piles subjected to inclined loads 118
Two and three-dimensional numerical analysis of the progressive failure that occurred in an excavation-induced landslide 114
Simplified Approach for the Analysis of Rainfall-Induced Shallow Landslides 109
Analysis of the Maierato landslide (Calabria, Southern Italy) 109
Three-dimensional Finite Element Analysis of the Senise Landslide 107
Cone model for a pile foundation embedded in a soil layer 107
Kinematics of the Maierato Landslide (Calabria, Southern Italy) 106
Prediction of the Mobility of Landslides Activated by Rainfall Using a Simplified Approach 106
Closure to “A Simple Method for Predicting Rainfall-Induced Shallow Landslides” 105
A method for predicting the permanent displacements of embedded cantilever retaining walls under seismic loading 103
A finite element approach for the analysis of active slow- moving landslides 103
On the Pile Response to Inclined Loads 101
Earthquake-Induced Permanent Displacements of Embedded Cantilever Retaining Walls 100
A Simple Approach for Evaluating Slope Movements Induced by Groundwater Variations 100
Soil layer response to pore pressure variations at the boundary 99
A performance-based method for the design of drainage trenches used to stabilize slopes 99
Analisi FEM di pali caricati orizzontalmente 98
Analisi sismica di pendii omogenei: revisione di un metodo semplificato esistente con riferimento alla sismicità italiana 98
A method for the design of embedded cantilever retaining walls under static and seismic loading 98
Comportamento di un palo di piccolo diametro in rocce metamorfiche alterate 97
A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads 95
An analytical approach to reduce mesh dependency in the numerical simulation of landslides involving brittle rocks 94
Geotechnical parameters from VP and VS measurements in unsaturated soils 94
A Simple Method for Predicting Rainfall-Induced Shallow Landslides 92
Stability analysis of slopes in soils with strain-softening behaviour 92
Prediction of slow-moving landslide mobility due to rainfall using a two-wedges model 91
Post-failure analysis of the Maierato landslide using the material point method 89
Analytical Method for Predicting the Mobility of Slow-Moving Landslides owing to Groundwater Fluctuations 88
Effectiveness of the piles used to reduce the rainfall-induced mobility of active landslides 87
Tesi di Dottorato: Analisi di stabilità dei pendii in terreni con comportamento strain-softening 87
LEWIS project: An integrated system of monitoring, early warning and mitigation of landslides risk 87
Run-Out Simulation of a Landslide Triggered by an Increase in the Groundwater Level Using the Material Point Method 87
Analysis of an excavation-induced landslide in stiff clay using the material point method 87
An Analysis of Piles Used to Stabilize Slopes 85
LEWIS project: An integrated system of monitoring, early warning and mitigation of landslides risk 85
Stability analysis of infinite clayey slopes subjected to pore pressure changes 84
A simple method to reduce mesh dependency in modelling landslides involving brittle soils 83
Parametri di deformabilità dei terreni non saturi da misure di Vp e Vs 83
Radial consolidation with vertical drains and general time-dependent loading 83
Simplified analysis of cantilever diaphragm walls in cohesive soils 83
Run-Out of Landslides Caused by Excess Pore Water Pressure Along the Slip Surface 83
Back-analysis of the Senise landslide (Southern Italy) 82
Nonlinear consolidation of thin layers subjected to time-dependent loading 81
Simulazione numerica di fenomeni franosi in terreni con comportamento strain-softening 79
UN METODO SEMPLIFICATO PER L'ANALISI DI FRANE ATTIVE 79
Influenza della deformabilità nella valutazione del coefficiente sismico equivalente 79
Numerical analysis of a landslide in soils with strain-softening behaviour 79
Prediction of rainfall-induced landslide movements in the presence of stabilizing piles 78
The behaviour of some engineering structures in a geologically complex formation 77
A practical approach for predicting landslide retrogression and run-out distances in sensitive clays 76
Nonlinear three-dimensional analysis of reinforced concrete piles subjected to horizontal loading 76
Seismic displacement analysis of homogeneous slopes: a review of existing simplified methods with reference to italian seismicity 75
Shear and dilatational wave velocities for unsaturated soils 72
INTERPRETAZIONE DI UN FENOMENO FRANOSO IN TERRENI CON COMPORTAMENTO STRAIN-SOFTENING MEDIANTE MODELLAZIONE NUMERICA IN CONDIZIONI TRIDIMENSIONALI 71
One-dimensional consolidation under general time-dependent loading 71
Editorial for the special issue “water-induced landslides: Prediction and control” 71
Application of harmony search algorithm to slope stability analysis 70
A Simplified Analytical Method to Predict Shallow Landslides Induced by Rainfall in Unsaturated Soils 68
Post-failure stage analysis of flow-type landslides using different numerical techniques 68
Un'analisi della frana di Senise 68
Landslides risk mitigation along lifelines 65
INTERVENTI DI RIDUZIONE DEL RISCHIO DI INSTABILITÀ DEI PENDII: TIPOLOGIE E METODI DI DIMENSIONAMENTO 62
Settlements of Three Buildings Founded on Stratified Soils 58
A Simplified Method for Relating Rainfall to Movements of Slopes Reinforced by Piles 57
An approach for predicting earthquake-induced permanent displacements of embedded cantilever walls in soils with cohesion 56
Analysis of a landslide in sensitive clays using the material point method 56
Back-Analysis of the Post-failure Stage of a Landslide in Sensitive Clays 56
Rainfall Threshold for Shallow Landslide Triggering Due to Rising Water Table 37
Totale 6.686
Salva come PNG Salva come JPEG
Categoria #
all - tutte 43.191
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 43.191
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021286 0 0 0 0 0 66 4 89 16 57 10 44
2021/2022589 2 52 3 27 70 13 8 116 21 8 103 166
2022/2023836 78 83 18 125 158 79 10 107 91 18 42 27
2023/2024520 65 39 43 35 29 15 16 44 35 29 74 96
2024/20251.381 52 203 71 68 130 38 51 47 208 36 143 334
2025/20262.128 449 204 242 352 809 72 0 0 0 0 0 0
Totale 6.686