CHIARADONNA, ANNA
 Distribuzione geografica
Continente #
NA - Nord America 3.074
EU - Europa 1.523
AS - Asia 1.340
SA - Sud America 201
AF - Africa 32
OC - Oceania 6
Totale 6.176
Nazione #
US - Stati Uniti d'America 2.992
SG - Singapore 590
RU - Federazione Russa 443
IE - Irlanda 354
CN - Cina 247
IT - Italia 225
HK - Hong Kong 196
BR - Brasile 158
VN - Vietnam 143
DE - Germania 120
FR - Francia 114
UA - Ucraina 54
CA - Canada 51
GB - Regno Unito 42
IN - India 40
FI - Finlandia 31
SE - Svezia 31
TR - Turchia 24
PL - Polonia 22
MX - Messico 21
BD - Bangladesh 20
BE - Belgio 20
JP - Giappone 20
NL - Olanda 19
AR - Argentina 15
AT - Austria 14
IQ - Iraq 11
ZA - Sudafrica 11
ES - Italia 10
CL - Cile 8
GR - Grecia 8
EC - Ecuador 6
MA - Marocco 6
CO - Colombia 5
ID - Indonesia 5
AE - Emirati Arabi Uniti 4
JO - Giordania 4
LT - Lituania 4
NZ - Nuova Zelanda 4
PE - Perù 4
SA - Arabia Saudita 4
TN - Tunisia 4
KE - Kenya 3
KR - Corea 3
KZ - Kazakistan 3
MY - Malesia 3
TH - Thailandia 3
AU - Australia 2
DO - Repubblica Dominicana 2
EG - Egitto 2
ET - Etiopia 2
IL - Israele 2
LV - Lettonia 2
MM - Myanmar 2
NP - Nepal 2
OM - Oman 2
PH - Filippine 2
PT - Portogallo 2
RO - Romania 2
SN - Senegal 2
TT - Trinidad e Tobago 2
TW - Taiwan 2
VE - Venezuela 2
AZ - Azerbaigian 1
BO - Bolivia 1
BW - Botswana 1
CH - Svizzera 1
CR - Costa Rica 1
CZ - Repubblica Ceca 1
DK - Danimarca 1
DM - Dominica 1
GT - Guatemala 1
HN - Honduras 1
HR - Croazia 1
IR - Iran 1
JM - Giamaica 1
KG - Kirghizistan 1
KW - Kuwait 1
LB - Libano 1
MN - Mongolia 1
NG - Nigeria 1
NI - Nicaragua 1
PK - Pakistan 1
PY - Paraguay 1
SI - Slovenia 1
SK - Slovacchia (Repubblica Slovacca) 1
UY - Uruguay 1
UZ - Uzbekistan 1
Totale 6.176
Città #
San Jose 501
Dublin 352
Chandler 336
Singapore 331
Dallas 247
Ashburn 242
Jacksonville 211
Santa Clara 177
Hong Kong 176
Council Bluffs 147
The Dalles 120
New York 105
Boardman 94
Moscow 65
Beijing 58
Los Angeles 56
Ho Chi Minh City 53
Ann Arbor 49
Lauterbourg 40
Lawrence 38
Princeton 38
Munich 33
Hanoi 30
Rome 29
Wilmington 29
Cagliari 28
Bologna 25
Orem 24
Brussels 20
Tokyo 20
Columbus 19
Frankfurt am Main 19
Warsaw 19
Berlin 17
Hefei 17
Sherbrooke 17
São Paulo 16
Des Moines 14
Brooklyn 13
San Mateo 12
Amsterdam 11
Atlanta 11
Chennai 11
Da Nang 11
Denver 11
London 11
Mumbai 11
Nanjing 11
Chicago 10
Helsinki 10
Lappeenranta 10
Johannesburg 9
Montreal 9
Oakland 9
Turku 9
Assago 8
Seattle 8
Avezzano 7
Boston 7
Graz 7
Izmir 7
Phoenix 7
Clermont-Ferrand 6
Falls Church 6
Mexico City 6
Milan 6
New Delhi 6
Santiago 6
Shanghai 6
Stockholm 6
Toronto 6
Dhaka 5
Haiphong 5
L’Aquila 5
Modena 5
Pescara 5
Querétaro 5
Raleigh 5
San Francisco 5
Amman 4
Baghdad 4
Biên Hòa 4
Brasília 4
Fairfield 4
Frosinone 4
Genoa 4
Guangzhou 4
Houston 4
Jackson 4
Kitzingen 4
Poplar 4
Porto Alegre 4
Quito 4
Rio de Janeiro 4
Vienna 4
Bangkok 3
Castellammare di Stabia 3
Cedar Knolls 3
Christchurch 3
Curitiba 3
Totale 4.215
Nome #
Analisi di stabilità in condizioni sismiche dell'argine diversivo in localita Scortichino, Comune di Bondeno (FE) 177
Valutazione del potenziale di liquefazione dei terreni. Metodi di analisi e applicazioni 118
Interpreting the deformation phenomena triggered by the 2012 Emilia seismic sequence on the Canale Diversivo di Burana banks [Analisi dei fenomeni deformativi indotti dalla sequenza sismica emiliana del 2012 su un tratto di argine del Canale Diversivo di Burana (FE)] 117
Site response analyses for complex geological and morphological conditions: relevant case-histories from 3rd level seismic microzonation in Central Italy 115
Assessment of post-liquefaction consolidation settlement 109
Development of a simplified model for pore water pressure build-up induced by cyclic loading 109
Analisi di stabilità di un argine danneggiato dalla sequenza sismica emiliana del 2012 104
Atti della Giornata della Ricerca Dipartimento di Ingegneria Civile, Edile-Architettura e Ambientale dell’Università degli Studi di L’Aquila 103
An innovative computer code for 1D seismic response analysis including shear strength of soils 102
Türkiye Mw 7.7 Pazarcık and Mw 7.6 Elbistan earthquakes of February 6th, 2023: Contribution of valley effects on damage pattern 101
International benchmark on numerical simulations for 1D, nonlinear site response (Prenolin): Verification phase based on canonical cases 101
A robust empirical model to estimate earthquake-induced excess pore water pressure in saturated and non-saturated soils 100
Cyclic and dynamic behaviour of a Canadian sensitive clay 99
Evaluation of Site Amplification for the Seismic Protection of a Strategic District in Naples 99
A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils 98
On the estimate of seismically induced pore-water pressure increments before liquefaction 98
A liquefaction potential integral index based on pore pressure build-up 98
In-depth third level Seismic Microzonation studies in pilot areas of L'Aquila Municipality (Central Italy) 96
Soil Liquefaction: From mechanisms to effects on the built environment 95
Field tests to assess the effectiveness of ground improvement for liquefaction mitigation 93
An overview on the nonlinear behavior of intermediate soils under seismic conditions 92
Empirical damage and liquefaction fragility curves from 2012 Emilia earthquake data 92
Soil liquefaction and induced damage to structures: a case study from the 2012 Emilia earthquake 90
Seismic Soil Characterization to Estimate Site Effects Induced by Near-Fault Earthquakes: The Case Study of Pizzoli (Central Italy) during the Mw 6.7 2 February 1703, Earthquake 89
Seismic characterization of Pizzoli (Central Italy) to estimate site effects induced by near-fault earthquakes 88
Experimental evidences of the effectiveness of some liquefaction mitigation measures 87
A pore water pressure model calibration based on in-situ test results 87
Investigations and liquefaction assessment at the Pagliare di Sassa site (L'Aquila, central Italy) 85
A Simplified Procedure for Evaluating Post-Seismic Settlements in Liquefiable Soils 85
Prenolin: International benchmark on 1D nonlinear: Site-response analysis—validation phase exercise 85
Site response analyses for seismic microzonation: case-histories, results and applications after the 3rd level studies in Central Italy 83
Liquefaction-induced damage assessment in Golbasi city after the 6th February 2023 Türkiye earthquakes 81
Local site effects and incremental damage of buildings during the 2016 Central Italy Earthquake sequence 80
A field trial to test the efficiency of induced partial saturation and horizontal drains to mitigate the susceptibility of soils to liquefaction 80
Parametric study on 2d effect on the seismic response of alluvial valleys 80
Identification of the Site Effects induced by the 2020 Samos Earthquake in Izmir 80
A Simplified Method for Pore Pressure Buildup Prediction: From Laboratory Cyclic Tests to the 1D Soil Response Analysis in Effective Stress Conditions 78
Preliminary findings on the experimental investigation of the small-strain behaviour of Pizzoli silty sand 77
Influence of initial conditions on the liquefaction strength of an earth structure 77
Medusa SDMT testing at the Onsøy Geo-Test Site, Norway 77
Reconnaissance of 2016 central Italy earthquake sequence 76
Interpreting the deformation phenomena of a levee damaged during the 2012 Emilia earthquake 75
Characterization of intermediate soils by innovative in-situ testing procedures using Medusa DMT 74
Assessment of liquefaction triggering by seismic dilatometer tests: comparison between semi-empirical approaches and non-linear dynamic analyses 74
LEAP-2017 Simulation Exercise: Calibration of Constitutive Models and Simulation of the Element Tests 74
GEOLAB – Transnational Access project JELLYFISh – Field testing of Medusa DMT (Version 0) [Data set] 73
The JELLYFISh Project: Medusa SDMT testing at the NGTS Geo-Test sites, Norway 72
Site response analysis in effective stress of a coastal area in the North-Western Adriatic seaside (Italy) 69
Variability of the seismic response of a liquefiable soil with the fines content as estimated via dilatometer tests 68
Understanding the Damages Caused by the 1999 Kocaeli Earthquake on One of the Towers of the Theodosian Walls of Constantinople 68
Simulation of the Seismic Response of a Man-Made Well-Graded Gravel as Recorded by a Vertical Instrumented Array 68
Simulation of the seismic response of vertical instrumented arrays in liquefiable sites 67
Defining the Boundary Conditions for Seismic Response Analysis - A Practical Review of Some Widely-Used Codes 66
Study of valley effects in Göksun district (Türkiye) during the 6th February earthquakes 65
Site effects observed in Antakya after the Mw 7.7 Pazarcik and Mw 7.6 Elbistan Earthquakes on the 6th February 2023 (Türkiye) 65
Influence of Local Soil Conditions on the Damage Distribution in Izmir Bay During the October 30, 2020, Samos Earthquake 61
Semi-empirical assessment of soil liquefaction in Gölbaşı (Adıyaman/Türkiye) after the 6th of February 2023 earthquakes 61
Specific site response analysis of Antakya Basin using historical ground motion data 57
Modeling the Excess Porewater Pressure Buildup in Pyroclastic Soils Subjected to Cyclic Loading 57
Effect of soil gradation on embankment response during liquefaction: A centrifuge testing program 56
Insights on the role of local site effects on damage distribution in the Izmir metropolitan area induced by the October 30, 2020 Samos earthquake 56
Geotechnical Assessment of the Pore Water Pressure Build-up in Izmir During the October 30, 2020, Samos Earthquake 55
Dynamic Behavior of Uniform Clean Sands: Evaluation of Predictive Capabilities in the Element- and the System-Level Scale 54
DMT-based seismic liquefaction assessment accounting for the fines content effect: a case study in Emilia-Romagna, Italy 54
LICORNE a benchmark on numerical method for non-linear site response analysis involving pore water pressure 53
Effects of Gradation on the Dynamic Response of Sloping Ground 53
Estimation of the soil cyclic resistance by flat dilatometer accounting for the fines content effect 52
Seismic microzonation of an alluvial valley hit by the 2016 central italy earthquake 49
Recent Developments in Soil Investigation by Medusa SDMT 48
Seismic response of a 1D soil profile using two modeling approaches in effective stress condition 48
Cone penetration testing to constrain the calibration process of a sand plasticity model for nonlinear deformation analysis 48
LEAP-2017: Comparison of the Type-B Numerical Simulations with Centrifuge Test Results 47
LEAP-UCD-2017 Centrifuge Test Simulation at UNINA 45
Potential of the Medusa DMT for offshore geotechnical investigation 44
Numerical quantification of the dependency of the seismic site response on the DMT-based cyclic strength of sands 42
DMT-simulation to calibrate a structured-clay model at the Onsøy Geo-Test site, Norway 42
CPT-based model calibration for effective stress analysis of layered soil deposits 41
DMT-based liquefaction triggering procedure accounting for the fines content effect 39
GEOLAB – Transnational Access project JELLYFISh – Field testing of Medusa DMT (Version 1) [Data set] 34
The Effect of the Significant Duration on the Site Response Analysis of Liquefiable Soils 31
InSAR Analysis of Post-Liquefaction Consolidation Subsidence after 2012 Emilia Earthquake Sequence (Italy) 31
Progetto Ri-SCOSSA 2.0: valutazione della instabilità sismica di sito 29
LEAP-ASIA-2019 Centrifuge Test Simulation at UNINA 29
A One-Dimensional Model Used for the Analysis of Seismic Site Response and Soil Instabilities: A Review of SCOSSA 1.0 Computer Code 26
LEAP-ASIA-2019 Simulation Exercise: Calibration of Constitutive Models and Simulations of the Element Tests 25
Site response analyses for seismic microzonation: Case-histories, results and applications in central italy 23
LEAP-ASIA-2019 Simulation Exercise: Comparison of the Type-B and Type-C Numerical Simulations with Centrifuge Test Results 22
The subsoil model for seismic microzonation study: The interplay between geology, geophysics and geotechnical engineering 19
Site response analysis in effective stress of a coastal area in the north-western Adriatic region (Italy) 16
Prediction of non-linear soil behaviour in saturated sand: A loosely coupled approach for 1d effective stress analysis 11
Totale 6.317
Categoria #
all - tutte 29.564
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 29.564


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20213 0 0 0 0 0 0 0 0 0 0 0 3
2021/2022177 6 0 19 7 6 4 4 8 29 9 19 66
2022/2023897 67 60 19 91 46 88 3 86 399 8 21 9
2023/2024331 32 7 13 23 24 118 2 36 1 16 9 50
2024/20251.301 29 51 116 68 126 95 170 81 293 51 107 114
2025/20262.992 120 231 163 339 326 224 527 164 290 390 198 20
Totale 6.317