IRIS
MOTTA, Ernesto
 Distribuzione geografica
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Continente #
NA - Nord America 4.129
EU - Europa 1.703
AS - Asia 1.312
SA - Sud America 390
AF - Africa 154
OC - Oceania 13
Continente sconosciuto - Info sul continente non disponibili 6
Totale 7.707
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Nazione #
US - Stati Uniti d'America 3.934
SG - Singapore 605
CN - Cina 497
IT - Italia 469
IE - Irlanda 460
UA - Ucraina 429
BR - Brasile 342
CA - Canada 169
RU - Federazione Russa 128
CI - Costa d'Avorio 121
VN - Vietnam 62
GB - Regno Unito 42
IN - India 30
FR - Francia 28
SE - Svezia 25
DE - Germania 22
AR - Argentina 21
NL - Olanda 21
PL - Polonia 17
CH - Svizzera 15
TR - Turchia 15
BD - Bangladesh 14
AU - Australia 13
JP - Giappone 13
MX - Messico 13
ES - Italia 12
KR - Corea 12
UZ - Uzbekistan 11
AT - Austria 9
CO - Colombia 9
SA - Arabia Saudita 9
MA - Marocco 8
IQ - Iraq 7
EU - Europa 6
SN - Senegal 6
FI - Finlandia 5
GR - Grecia 5
HK - Hong Kong 5
ID - Indonesia 5
LB - Libano 5
ZA - Sudafrica 5
AZ - Azerbaigian 4
BG - Bulgaria 4
EC - Ecuador 4
UY - Uruguay 4
VE - Venezuela 4
CZ - Repubblica Ceca 3
DO - Repubblica Dominicana 3
KE - Kenya 3
NG - Nigeria 3
OM - Oman 3
PE - Perù 3
PK - Pakistan 3
TH - Thailandia 3
DZ - Algeria 2
GT - Guatemala 2
IR - Iran 2
JM - Giamaica 2
LT - Lituania 2
PY - Paraguay 2
RO - Romania 2
RS - Serbia 2
TT - Trinidad e Tobago 2
AE - Emirati Arabi Uniti 1
AM - Armenia 1
BE - Belgio 1
BO - Bolivia 1
CR - Costa Rica 1
EG - Egitto 1
ET - Etiopia 1
GL - Groenlandia 1
HN - Honduras 1
HU - Ungheria 1
IL - Israele 1
IS - Islanda 1
JO - Giordania 1
KZ - Kazakistan 1
MN - Mongolia 1
MU - Mauritius 1
NP - Nepal 1
PA - Panama 1
SL - Sierra Leone 1
TN - Tunisia 1
TZ - Tanzania 1
Totale 7.707
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Città #
Santa Clara 795
Dallas 647
Dublin 459
Jacksonville 415
Singapore 347
Chandler 266
Ashburn 157
Boardman 154
Nanjing 154
Civitanova Marche 145
Andover 129
Toronto 129
Lawrence 128
Cambridge 126
Abidjan 121
Chicago 80
San Mateo 75
Des Moines 63
Catania 59
Wilmington 54
Nanchang 53
Los Angeles 46
Shenyang 37
Hebei 35
Hefei 34
Saint Petersburg 31
Beijing 29
Changsha 29
Jiaxing 29
São Paulo 29
San Francisco 27
Ottawa 25
Tianjin 22
Ho Chi Minh City 19
Rome 19
Brooklyn 15
Hanoi 15
Taufers 15
Milan 14
Washington 14
Belo Horizonte 13
New York 13
Norwalk 13
Seattle 13
Tokyo 12
Phoenix 11
Seoul 11
Figline Valdarno 10
Moscow 10
Warsaw 10
Curitiba 9
Messina 9
Rio de Janeiro 9
Melbourne 8
Redondo Beach 8
Strasbourg 8
Brasília 7
Chennai 7
Council Bluffs 7
Liberty Lake 7
Pune 7
Salvador 7
Tashkent 7
Ann Arbor 6
Boston 6
Columbus 6
Dakar 6
Den Haag 6
Frankfurt Am Main 6
Porto Alegre 6
Salerno 6
Bogotá 5
Campinas 5
Da Nang 5
Dhaka 5
Falls Church 5
Helsinki 5
Istanbul 5
London 5
Montreal 5
Ningbo 5
Palermo 5
Riyadh 5
The Dalles 5
Ankara 4
Atlanta 4
Baku 4
Central 4
Denver 4
Dragona 4
Floridia 4
Hangzhou 4
Houston 4
Jinan 4
Johannesburg 4
Kunming 4
Manchester 4
Mascalucia 4
Mexico City 4
Naples 4
Totale 5.433
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Nome #
Geotechnical characterization of Mount Etna ash for its reuse preserving human health 112
HVSR and MASW seismic survey for characterizing the local seismic response: a case study in Catania area (Italy) 93
Experimental Investigation of Root Tensile Strength for Slope Stabilization 93
Mathematical modelling of the landslide occurred at Gagliano Castelferrato (Italy) 90
Analisi non lineare del cedimento di un palo singolo 90
A closed form solution for a three dimensional passive earth pressure coefficient 88
Bearing Capacity of Strip Footings Near Slopes 87
Analisi di stabilità dei pendii mediante il metodo degli elementi discreti: Un'applicazione agli scavi. 85
Approximate elastic-plastic solution for axially loaded piles 84
Sulla valutazione della spinta attiva in terrapieni di altezza finita 83
Numerical analysis of a full scale earth reinforced wall: static and seismic behaviour 83
Analisi non lineare dello spostamento di un palo soggetto a forze orizzontali 82
Modellazione del fenomeno di attrito negativo sui pali 82
Evaluation of root tensile strength of some mediterranean plant species for slope stabilization 82
Settlement prevision of piles under vertical load 81
Discussion "A non-linear approach for settlement prediction of single pile and pile groups under vertical load", Closure of "Settlement prevision of piles under vertical load" 80
An analytical expression for the nonlinear evaluation of the soil-pile interaction 80
Microzonazione sismica del centro abitato di Santa Venerina 79
An innovative low-cost SDMT marine investigation for the evaluation of the liquefaction potential in the Genova Harbour, Italy 79
Dynamic behaviour of coupled soil-structure systems by means of fem analysis for the seismic risk mitigation of INGV building in Catania (Italy) 78
Discussion of Negative skin friction on piles in layered soils. 76
Analisi tridimensionale del processo di drenaggio con well points in terreni a grana fina 76
Esperienze in vera grandezza sul comportamento di pali di fondazione per la stabilizzazione di un pendio 75
Stabilizzazione di un pendio nell'abitato di Motta S.Anastasia 75
Analysis of piles in sliding soils 75
Analisi dei movimenti di versante nella Sicilia orientale: il caso di Gagliano Castelferrato 75
Metodi di calcolo di opere di sostegno in zona sismica 74
Mathematical modelling of the landslide occurred at Gagliano castelferrato (Italy) 74
A note on the residual strength in a landslide induced by the 1980 Italian earthquake 73
An innovative low-cost SDMT marine investigation for the evaluation of the liquefaction potential in the Genova Harbur (Italy). 73
Static and dynamic analysis of two mechanically stabilized earth walls 73
Site seismic response for a strategic building in the city of Messina by two-dimensional finite element analysis 72
Analysis and performance of an embankment on soft soil 72
The Senerchia landslide triggered by the 23 November 1980 earthquake 72
Bearing capacity of shallow foundations near slopes: seismic analysis 71
Attenuation laws of seismic intensity in the regions of Sicily and Calabria 71
Sul coefficiente di spinta attiva in terrapieni di lunghezza finita 70
Analisi sismica di opere di sostegno flessibili 70
Geotechnical and environmental aspects of the use of Mt. Etna volcanic tephras in embankment structures 70
Analisi elastoplastica di pali soggetti a forze orizzontali in testa 70
Lateral Deflection of Horizontally loaded rigid piles in elastoplastic medium ISSN 1090-0241/2013/3-501–506/ 70
GIS Techniques in the Evaluation of Pipeline Network Seismic Hazard 69
Soil inertia effects on bearing capacity of shallow foundations 69
Slope Failure. Effects of Heavy Rainfalls on Slope Behavior;The October 1, 2009 Disaster of Messina (Italy) 68
Bearing capacity of shallow foundations near slopes: static analysis 67
(1995). Finite element prediction of settlements for the Augusta Bridge Embankment 67
Two-dimensional site seismic response analysis for a strategic building in Catania 67
Earth pressure on reinforced earth walls under general loading 66
A Parametric Study on Soil-Pile Kinematic Interaction in Layered Soils 66
Experimental Study on Native Plant Root Tensile Strength for Slope Stabilization ☆ 65
The effect of travelling seismic waves on the dynamic response of earth dams. Soil Dynamics and Earthquake Engineering, Vol.12, No. 2, pp. 61-72. 65
Non linear single pile settlements 64
Bearing capacity of shallow foundations resting on a soil layer of limited depth 64
Discussion of “Design of laterally loaded piles in cohesive soils using p-y curves” 64
Seismic bearing capacity of shallow foundations 63
Comparison of in situ devices for the assessment of pavement subgrade stiffness 62
Stabilization of a cavity for the protection of an overlying historical building 62
Sulla stabilità dei pendii in condizioni dinamiche 62
A method for non-linear analysis of pile groups under vertical loads 62
Interazione cinematica di un palo singolo in terreno eterogeneo: risultati preliminari 61
Effects of soil-wall friction angle on distribution of dynamic earth pressure of retaining wall by shaking table tests 61
Generalized Coulomb active earth pressure for distanced surcharge. Closure. Journ. of Geotechn. 61
Discussion of "Pipelines and laterally loaded piles in elastoplastic medium " 61
Seismic response of saturated cohesionless slopes. Soil Dynamics and Earthquake Engineering 61
GIS techniques in the evaluation of pipeline networks seismic hazard 60
Microzonazione sismica del versante orientale dell’Etna: Studi di primo livello 60
Seismic Design of Earth Reinforced Embankment 60
Pore pressure effect on seismic response of slopes 60
Seismic response of single piles due to kinematic interaction 60
Experimental Study on a Three-Dimensional Passive Earth Pressure Coefficient in Cohesionless Soil 60
Un modello per l'analisi di stabilità dei pendii in campo non lineare 58
Seismic response of saturated cohesionless slopes 58
An elastic-plastic load transfer based method for cantilever diaphragm wall design 58
Effetto dell’inerzia del terreno sul fattore di capacità portante N. 57
Seismic Response of a Strategic Building in Catania (Italy) by 2-D FEM Analysis 56
Discussion of A new method for single pile settlement prediction and analysis " by W.G.K. Fleming. 56
Parametric back-analysis of shear strength of joints from rock slides 55
Seismic hazard evaluation for buried pipes crossing unstable slopes 54
The Seismic Microzonation of the City of Santa Venerina, Sicily (Italy) 54
One-dimensional modelling to assess trench drainage with time 54
New approach for a three-dimensional analysis of slope stability 54
Seismic Hazard evaluation for buried pipes crossing unstable slopes 54
Lifeline seismic hazards: a GIS application 54
Generalized Coulomb Active Earth Pressure for Distanced Surcharge 53
Una soluzione in forma chiusa per il calcolo di paratie a mensola 53
Seismic displacements of Retaining walls: Shaking table test results vs numerical predictions 53
Interazione terreno-condotta in pendii in frana 53
Modelling slow slope movements driver by fluctuating groundwater levels 52
Un processo di drenaggio indotto da well points: un caso reale 52
Settlements of a piled foundation due to negative skin friction 52
Kinematic interaction for piles embedded in layered soils: the effect of a shear modulus linearly increasing with depth 51
Seismicity Induced Mass Movement of high Slopes and its Prediction 51
Interazione Cinematica Non Lineare di un Palo Singolo in Terreni Stratificati 51
Kinematic interaction of a single pile in heterogeneous soil 51
Discussion of Laboratory Modelling of Laterally-Loaded Drilled Shafts in Clay 51
Effetto dell’azione sismica sulla valutazione del fattore Nγ 50
Seismic Hazard assessment for pipelines crossing unstable slopes 50
Stresses on piles used to stabilize landslides 50
Site characterisation by in situ and laboratory tests of the sea bed in the Genova Harbour, Italy 50
Experimental study on the dynamic properties of weak intercalations in rock mass 49
Totale 6.669
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Categoria #
all - tutte 28.311
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 28.311
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021498 0 0 0 0 220 3 105 3 101 10 43 13
2021/20221.027 119 132 11 11 142 6 138 38 112 4 16 298
2022/20231.148 130 13 17 39 114 213 13 197 346 23 25 18
2023/2024530 32 135 36 23 42 70 1 41 0 14 83 53
2024/20252.330 4 258 130 170 615 342 60 85 129 219 104 214
2025/20261.192 219 80 670 199 24 0 0 0 0 0 0 0
Totale 7.881