IRIS
CHIARADONNA, ANNA
 Distribuzione geografica
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Continente #
NA - Nord America 2.211
EU - Europa 1.105
AS - Asia 1.026
SA - Sud America 180
AF - Africa 27
OC - Oceania 5
Totale 4.554
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Nazione #
US - Stati Uniti d'America 2.147
SG - Singapore 512
IE - Irlanda 354
RU - Federazione Russa 186
CN - Cina 185
HK - Hong Kong 182
IT - Italia 164
BR - Brasile 146
DE - Germania 107
FR - Francia 58
UA - Ucraina 52
CA - Canada 43
VN - Vietnam 38
GB - Regno Unito 37
SE - Svezia 31
IN - India 24
FI - Finlandia 22
TR - Turchia 22
PL - Polonia 21
BE - Belgio 20
MX - Messico 15
AR - Argentina 13
AT - Austria 13
JP - Giappone 13
NL - Olanda 13
ZA - Sudafrica 10
BD - Bangladesh 9
IQ - Iraq 9
GR - Grecia 7
EC - Ecuador 6
ES - Italia 6
CL - Cile 5
AE - Emirati Arabi Uniti 4
LT - Lituania 4
MA - Marocco 4
NZ - Nuova Zelanda 4
CO - Colombia 3
ID - Indonesia 3
KE - Kenya 3
PE - Perù 3
EG - Egitto 2
ET - Etiopia 2
IL - Israele 2
JO - Giordania 2
KR - Corea 2
KZ - Kazakistan 2
LV - Lettonia 2
MM - Myanmar 2
NP - Nepal 2
RO - Romania 2
SA - Arabia Saudita 2
SN - Senegal 2
TH - Thailandia 2
TN - Tunisia 2
VE - Venezuela 2
AU - Australia 1
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
DO - Repubblica Dominicana 1
HN - Honduras 1
HR - Croazia 1
IR - Iran 1
JM - Giamaica 1
KG - Kirghizistan 1
LB - Libano 1
MN - Mongolia 1
NG - Nigeria 1
OM - Oman 1
PH - Filippine 1
PY - Paraguay 1
SI - Slovenia 1
SK - Slovacchia (Repubblica Slovacca) 1
TT - Trinidad e Tobago 1
TW - Taiwan 1
UZ - Uzbekistan 1
Totale 4.554
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Città #
Dublin 352
Chandler 336
Singapore 294
Dallas 244
Jacksonville 211
Santa Clara 165
Hong Kong 162
Ashburn 139
New York 99
Boardman 94
The Dalles 59
Los Angeles 54
Ann Arbor 49
Beijing 44
Lawrence 38
Princeton 38
Moscow 37
Munich 33
Wilmington 29
Cagliari 22
Brussels 20
Columbus 19
Rome 19
Warsaw 19
San Jose 18
Berlin 17
Hefei 17
Sherbrooke 17
Council Bluffs 16
Des Moines 14
Frankfurt am Main 14
Ho Chi Minh City 14
São Paulo 14
Brooklyn 13
Tokyo 13
Orem 12
San Mateo 12
Nanjing 11
Amsterdam 10
Bologna 10
Denver 10
London 10
Johannesburg 9
Mumbai 9
Oakland 9
Turku 9
Assago 8
Atlanta 8
Helsinki 8
Seattle 8
Avezzano 7
Boston 7
Chicago 7
Graz 7
Izmir 7
Montreal 7
Clermont-Ferrand 6
Hanoi 6
Stockholm 6
Chennai 5
Falls Church 5
Mexico City 5
Phoenix 5
Querétaro 5
San Francisco 5
Toronto 5
Fairfield 4
Frosinone 4
Genoa 4
Guangzhou 4
Houston 4
Jackson 4
Kitzingen 4
Milan 4
Poplar 4
Quito 4
Raleigh 4
Santiago 4
Shanghai 4
Baghdad 3
Brasília 3
Castellammare di Stabia 3
Cedar Knolls 3
Christchurch 3
Curitiba 3
Dearborn 3
Dhaka 3
Haiphong 3
Lappeenranta 3
Miami 3
Montréal 3
Nairobi 3
Naples 3
New Delhi 3
Norwalk 3
Ortona 3
Porto Alegre 3
Pune 3
Rio de Janeiro 3
Salvador 3
Totale 3.096
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Nome #
Analisi di stabilità in condizioni sismiche dell'argine diversivo in localita Scortichino, Comune di Bondeno (FE) 153
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)] 107
Site response analyses for complex geological and morphological conditions: relevant case-histories from 3rd level seismic microzonation in Central Italy 92
Assessment of post-liquefaction consolidation settlement 92
Valutazione del potenziale di liquefazione dei terreni. Metodi di analisi e applicazioni 92
Development of a simplified model for pore water pressure build-up induced by cyclic loading 91
Atti della Giornata della Ricerca Dipartimento di Ingegneria Civile, Edile-Architettura e Ambientale dell’Università degli Studi di L’Aquila 90
Analisi di stabilità di un argine danneggiato dalla sequenza sismica emiliana del 2012 85
Evaluation of Site Amplification for the Seismic Protection of a Strategic District in Naples 84
A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils 84
A robust empirical model to estimate earthquake-induced excess pore water pressure in saturated and non-saturated soils 83
Soil Liquefaction: From mechanisms to effects on the built environment 82
An innovative computer code for 1D seismic response analysis including shear strength of soils 81
In-depth third level Seismic Microzonation studies in pilot areas of L'Aquila Municipality (Central Italy) 80
Cyclic and dynamic behaviour of a Canadian sensitive clay 80
International benchmark on numerical simulations for 1D, nonlinear site response (Prenolin): Verification phase based on canonical cases 79
A liquefaction potential integral index based on pore pressure build-up 78
Site response analyses for seismic microzonation: case-histories, results and applications after the 3rd level studies in Central Italy 74
Field tests to assess the effectiveness of ground improvement for liquefaction mitigation 74
On the estimate of seismically induced pore-water pressure increments before liquefaction 74
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 74
A pore water pressure model calibration based on in-situ test results 73
Empirical damage and liquefaction fragility curves from 2012 Emilia earthquake data 72
Experimental evidences of the effectiveness of some liquefaction mitigation measures 72
Seismic characterization of Pizzoli (Central Italy) to estimate site effects induced by near-fault earthquakes 71
Prenolin: International benchmark on 1D nonlinear: Site-response analysis—validation phase exercise 70
A Simplified Method for Pore Pressure Buildup Prediction: From Laboratory Cyclic Tests to the 1D Soil Response Analysis in Effective Stress Conditions 69
Soil liquefaction and induced damage to structures: a case study from the 2012 Emilia earthquake 68
A field trial to test the efficiency of induced partial saturation and horizontal drains to mitigate the susceptibility of soils to liquefaction 67
Interpreting the deformation phenomena of a levee damaged during the 2012 Emilia earthquake 65
Identification of the Site Effects induced by the 2020 Samos Earthquake in Izmir 65
Influence of initial conditions on the liquefaction strength of an earth structure 64
A Simplified Procedure for Evaluating Post-Seismic Settlements in Liquefiable Soils 63
Medusa SDMT testing at the Onsøy Geo-Test Site, Norway 63
Türkiye Mw 7.7 Pazarcık and Mw 7.6 Elbistan earthquakes of February 6th, 2023: Contribution of valley effects on damage pattern 62
Reconnaissance of 2016 central Italy earthquake sequence 61
Parametric study on 2d effect on the seismic response of alluvial valleys 61
LEAP-2017 Simulation Exercise: Calibration of Constitutive Models and Simulation of the Element Tests 61
Liquefaction-induced damage assessment in Golbasi city after the 6th February 2023 Türkiye earthquakes 60
Preliminary findings on the experimental investigation of the small-strain behaviour of Pizzoli silty sand 60
GEOLAB – Transnational Access project JELLYFISh – Field testing of Medusa DMT (Version 0) [Data set] 57
Local site effects and incremental damage of buildings during the 2016 Central Italy Earthquake sequence 56
Investigations and liquefaction assessment at the Pagliare di Sassa site (L'Aquila, central Italy) 54
Site response analysis in effective stress of a coastal area in the North-Western Adriatic seaside (Italy) 54
Understanding the Damages Caused by the 1999 Kocaeli Earthquake on One of the Towers of the Theodosian Walls of Constantinople 53
Simulation of the Seismic Response of a Man-Made Well-Graded Gravel as Recorded by a Vertical Instrumented Array 53
Characterization of intermediate soils by innovative in-situ testing procedures using Medusa DMT 52
Assessment of liquefaction triggering by seismic dilatometer tests: comparison between semi-empirical approaches and non-linear dynamic analyses 51
Influence of Local Soil Conditions on the Damage Distribution in Izmir Bay During the October 30, 2020, Samos Earthquake 50
An overview on the nonlinear behavior of intermediate soils under seismic conditions 50
Defining the Boundary Conditions for Seismic Response Analysis - A Practical Review of Some Widely-Used Codes 48
Site effects observed in Antakya after the Mw 7.7 Pazarcik and Mw 7.6 Elbistan Earthquakes on the 6th February 2023 (Türkiye) 44
Semi-empirical assessment of soil liquefaction in Gölbaşı (Adıyaman/Türkiye) after the 6th of February 2023 earthquakes 44
Effects of Gradation on the Dynamic Response of Sloping Ground 43
Variability of the seismic response of a liquefiable soil with the fines content as estimated via dilatometer tests 42
The JELLYFISh Project: Medusa SDMT testing at the NGTS Geo-Test sites, Norway 42
Simulation of the seismic response of vertical instrumented arrays in liquefiable sites 42
Specific site response analysis of Antakya Basin using historical ground motion data 41
LICORNE a benchmark on numerical method for non-linear site response analysis involving pore water pressure 40
Study of valley effects in Göksun district (Türkiye) during the 6th February earthquakes 40
Geotechnical Assessment of the Pore Water Pressure Build-up in Izmir During the October 30, 2020, Samos Earthquake 40
Estimation of the soil cyclic resistance by flat dilatometer accounting for the fines content effect 39
Dynamic Behavior of Uniform Clean Sands: Evaluation of Predictive Capabilities in the Element- and the System-Level Scale 38
Effect of soil gradation on embankment response during liquefaction: A centrifuge testing program 38
Insights on the role of local site effects on damage distribution in the Izmir metropolitan area induced by the October 30, 2020 Samos earthquake 38
Seismic response of a 1D soil profile using two modeling approaches in effective stress condition 36
Modeling the Excess Porewater Pressure Buildup in Pyroclastic Soils Subjected to Cyclic Loading 35
DMT-based seismic liquefaction assessment accounting for the fines content effect: a case study in Emilia-Romagna, Italy 35
LEAP-2017: Comparison of the Type-B Numerical Simulations with Centrifuge Test Results 34
LEAP-UCD-2017 Centrifuge Test Simulation at UNINA 33
Cone penetration testing to constrain the calibration process of a sand plasticity model for nonlinear deformation analysis 33
Potential of the Medusa DMT for offshore geotechnical investigation 29
Recent Developments in Soil Investigation by Medusa SDMT 28
Seismic microzonation of an alluvial valley hit by the 2016 central italy earthquake 28
Numerical quantification of the dependency of the seismic site response on the DMT-based cyclic strength of sands 27
CPT-based model calibration for effective stress analysis of layered soil deposits 24
DMT-based liquefaction triggering procedure accounting for the fines content effect 19
DMT-simulation to calibrate a structured-clay model at the Onsøy Geo-Test site, Norway 19
LEAP-ASIA-2019 Centrifuge Test Simulation at UNINA 16
InSAR Analysis of Post-Liquefaction Consolidation Subsidence after 2012 Emilia Earthquake Sequence (Italy) 15
The Effect of the Significant Duration on the Site Response Analysis of Liquefiable Soils 11
Site response analyses for seismic microzonation: Case-histories, results and applications in central italy 10
LEAP-ASIA-2019 Simulation Exercise: Calibration of Constitutive Models and Simulations of the Element Tests 9
The subsoil model for seismic microzonation study: The interplay between geology, geophysics and geotechnical engineering 8
LEAP-ASIA-2019 Simulation Exercise: Comparison of the Type-B and Type-C Numerical Simulations with Centrifuge Test Results 8
Site response analysis in effective stress of a coastal area in the north-western Adriatic region (Italy) 6
Prediction of non-linear soil behaviour in saturated sand: A loosely coupled approach for 1d effective stress analysis 4
Totale 4.692
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Categoria #
all - tutte 24.861
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 24.861
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021180 0 0 0 0 0 2 44 10 50 21 50 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
2025/20261.367 120 231 163 339 326 188 0 0 0 0 0 0
Totale 4.692