IRIS
CHIARADONNA, ANNA
 Distribuzione geografica
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Continente #
NA - Nord America 2.867
EU - Europa 1.505
AS - Asia 1.287
SA - Sud America 200
AF - Africa 32
OC - Oceania 6
Totale 5.897
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Nazione #
US - Stati Uniti d'America 2.793
SG - Singapore 570
RU - Federazione Russa 443
IE - Irlanda 354
CN - Cina 229
IT - Italia 210
HK - Hong Kong 192
BR - Brasile 158
VN - Vietnam 143
DE - Germania 118
FR - Francia 114
UA - Ucraina 54
CA - Canada 46
GB - Regno Unito 42
IN - India 39
FI - Finlandia 31
SE - Svezia 31
TR - Turchia 24
PL - Polonia 22
BE - Belgio 20
JP - Giappone 20
MX - Messico 20
NL - Olanda 19
AR - Argentina 15
AT - Austria 14
BD - Bangladesh 11
IQ - Iraq 11
ZA - Sudafrica 11
ES - Italia 9
CL - Cile 8
GR - Grecia 8
EC - Ecuador 6
MA - Marocco 6
ID - Indonesia 5
AE - Emirati Arabi Uniti 4
CO - Colombia 4
JO - Giordania 4
LT - Lituania 4
NZ - Nuova Zelanda 4
PE - Perù 4
SA - Arabia Saudita 4
TN - Tunisia 4
KE - Kenya 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
KR - Corea 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
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
PK - Pakistan 1
PY - Paraguay 1
SI - Slovenia 1
SK - Slovacchia (Repubblica Slovacca) 1
UY - Uruguay 1
UZ - Uzbekistan 1
Totale 5.897
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Città #
San Jose 453
Dublin 352
Chandler 336
Singapore 327
Dallas 246
Ashburn 237
Jacksonville 211
Hong Kong 172
Santa Clara 171
The Dalles 120
New York 99
Boardman 94
Moscow 65
Beijing 55
Los Angeles 55
Ho Chi Minh City 53
Ann Arbor 49
Lauterbourg 40
Lawrence 38
Princeton 38
Council Bluffs 33
Munich 33
Hanoi 30
Wilmington 29
Cagliari 28
Rome 26
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
Chennai 11
Da Nang 11
London 11
Mumbai 11
Nanjing 11
Atlanta 10
Chicago 10
Denver 10
Helsinki 10
Lappeenranta 10
Johannesburg 9
Oakland 9
Turku 9
Assago 8
Montreal 8
Seattle 8
Avezzano 7
Boston 7
Graz 7
Izmir 7
Clermont-Ferrand 6
New Delhi 6
Santiago 6
Stockholm 6
Dhaka 5
Falls Church 5
Haiphong 5
L’Aquila 5
Mexico City 5
Phoenix 5
Querétaro 5
San Francisco 5
Shanghai 5
Toronto 5
Amman 4
Baghdad 4
Biên Hòa 4
Brasília 4
Fairfield 4
Frosinone 4
Genoa 4
Guangzhou 4
Houston 4
Jackson 4
Kitzingen 4
Milan 4
Poplar 4
Porto Alegre 4
Quito 4
Raleigh 4
Rio de Janeiro 4
Vienna 4
Bangkok 3
Castellammare di Stabia 3
Cedar Knolls 3
Christchurch 3
Curitiba 3
Dearborn 3
Miami 3
Totale 4.004
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Nome #
Analisi di stabilità in condizioni sismiche dell'argine diversivo in localita Scortichino, Comune di Bondeno (FE) 171
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
Valutazione del potenziale di liquefazione dei terreni. Metodi di analisi e applicazioni 116
Site response analyses for complex geological and morphological conditions: relevant case-histories from 3rd level seismic microzonation in Central Italy 111
Assessment of post-liquefaction consolidation settlement 106
Development of a simplified model for pore water pressure build-up induced by cyclic loading 104
Analisi di stabilità di un argine danneggiato dalla sequenza sismica emiliana del 2012 102
Atti della Giornata della Ricerca Dipartimento di Ingegneria Civile, Edile-Architettura e Ambientale dell’Università degli Studi di L’Aquila 102
A robust empirical model to estimate earthquake-induced excess pore water pressure in saturated and non-saturated soils 100
An innovative computer code for 1D seismic response analysis including shear strength of soils 98
International benchmark on numerical simulations for 1D, nonlinear site response (Prenolin): Verification phase based on canonical cases 97
A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils 96
In-depth third level Seismic Microzonation studies in pilot areas of L'Aquila Municipality (Central Italy) 95
Cyclic and dynamic behaviour of a Canadian sensitive clay 94
On the estimate of seismically induced pore-water pressure increments before liquefaction 94
Evaluation of Site Amplification for the Seismic Protection of a Strategic District in Naples 93
Soil Liquefaction: From mechanisms to effects on the built environment 93
A liquefaction potential integral index based on pore pressure build-up 92
Field tests to assess the effectiveness of ground improvement for liquefaction mitigation 90
Seismic characterization of Pizzoli (Central Italy) to estimate site effects induced by near-fault earthquakes 88
Empirical damage and liquefaction fragility curves from 2012 Emilia earthquake data 87
Experimental evidences of the effectiveness of some liquefaction mitigation measures 87
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 87
An overview on the nonlinear behavior of intermediate soils under seismic conditions 86
Prenolin: International benchmark on 1D nonlinear: Site-response analysis—validation phase exercise 85
Soil liquefaction and induced damage to structures: a case study from the 2012 Emilia earthquake 84
A Simplified Procedure for Evaluating Post-Seismic Settlements in Liquefiable Soils 83
Site response analyses for seismic microzonation: case-histories, results and applications after the 3rd level studies in Central Italy 83
A pore water pressure model calibration based on in-situ test results 83
Türkiye Mw 7.7 Pazarcık and Mw 7.6 Elbistan earthquakes of February 6th, 2023: Contribution of valley effects on damage pattern 81
Investigations and liquefaction assessment at the Pagliare di Sassa site (L'Aquila, central Italy) 79
A field trial to test the efficiency of induced partial saturation and horizontal drains to mitigate the susceptibility of soils to liquefaction 79
Parametric study on 2d effect on the seismic response of alluvial valleys 79
Identification of the Site Effects induced by the 2020 Samos Earthquake in Izmir 79
Liquefaction-induced damage assessment in Golbasi city after the 6th February 2023 Türkiye earthquakes 77
A Simplified Method for Pore Pressure Buildup Prediction: From Laboratory Cyclic Tests to the 1D Soil Response Analysis in Effective Stress Conditions 77
Local site effects and incremental damage of buildings during the 2016 Central Italy Earthquake sequence 76
Influence of initial conditions on the liquefaction strength of an earth structure 75
Preliminary findings on the experimental investigation of the small-strain behaviour of Pizzoli silty sand 74
Reconnaissance of 2016 central Italy earthquake sequence 74
Interpreting the deformation phenomena of a levee damaged during the 2012 Emilia earthquake 74
Medusa SDMT testing at the Onsøy Geo-Test Site, Norway 73
LEAP-2017 Simulation Exercise: Calibration of Constitutive Models and Simulation of the Element Tests 72
Characterization of intermediate soils by innovative in-situ testing procedures using Medusa DMT 71
GEOLAB – Transnational Access project JELLYFISh – Field testing of Medusa DMT (Version 0) [Data set] 71
The JELLYFISh Project: Medusa SDMT testing at the NGTS Geo-Test sites, Norway 68
Site response analysis in effective stress of a coastal area in the North-Western Adriatic seaside (Italy) 68
Simulation of the Seismic Response of a Man-Made Well-Graded Gravel as Recorded by a Vertical Instrumented Array 68
Assessment of liquefaction triggering by seismic dilatometer tests: comparison between semi-empirical approaches and non-linear dynamic analyses 66
Understanding the Damages Caused by the 1999 Kocaeli Earthquake on One of the Towers of the Theodosian Walls of Constantinople 64
Variability of the seismic response of a liquefiable soil with the fines content as estimated via dilatometer tests 63
Defining the Boundary Conditions for Seismic Response Analysis - A Practical Review of Some Widely-Used Codes 63
Simulation of the seismic response of vertical instrumented arrays in liquefiable sites 62
Study of valley effects in Göksun district (Türkiye) during the 6th February earthquakes 61
Site effects observed in Antakya after the Mw 7.7 Pazarcik and Mw 7.6 Elbistan Earthquakes on the 6th February 2023 (Türkiye) 61
Semi-empirical assessment of soil liquefaction in Gölbaşı (Adıyaman/Türkiye) after the 6th of February 2023 earthquakes 61
Influence of Local Soil Conditions on the Damage Distribution in Izmir Bay During the October 30, 2020, Samos Earthquake 60
Specific site response analysis of Antakya Basin using historical ground motion data 57
Effect of soil gradation on embankment response during liquefaction: A centrifuge testing program 53
LICORNE a benchmark on numerical method for non-linear site response analysis involving pore water pressure 52
Effects of Gradation on the Dynamic Response of Sloping Ground 52
Insights on the role of local site effects on damage distribution in the Izmir metropolitan area induced by the October 30, 2020 Samos earthquake 52
Geotechnical Assessment of the Pore Water Pressure Build-up in Izmir During the October 30, 2020, Samos Earthquake 52
Estimation of the soil cyclic resistance by flat dilatometer accounting for the fines content effect 51
DMT-based seismic liquefaction assessment accounting for the fines content effect: a case study in Emilia-Romagna, Italy 50
Dynamic Behavior of Uniform Clean Sands: Evaluation of Predictive Capabilities in the Element- and the System-Level Scale 49
Modeling the Excess Porewater Pressure Buildup in Pyroclastic Soils Subjected to Cyclic Loading 49
Seismic response of a 1D soil profile using two modeling approaches in effective stress condition 48
LEAP-2017: Comparison of the Type-B Numerical Simulations with Centrifuge Test Results 47
Cone penetration testing to constrain the calibration process of a sand plasticity model for nonlinear deformation analysis 45
LEAP-UCD-2017 Centrifuge Test Simulation at UNINA 43
Recent Developments in Soil Investigation by Medusa SDMT 41
Potential of the Medusa DMT for offshore geotechnical investigation 40
Seismic microzonation of an alluvial valley hit by the 2016 central italy earthquake 39
Numerical quantification of the dependency of the seismic site response on the DMT-based cyclic strength of sands 38
DMT-simulation to calibrate a structured-clay model at the Onsøy Geo-Test site, Norway 38
CPT-based model calibration for effective stress analysis of layered soil deposits 36
DMT-based liquefaction triggering procedure accounting for the fines content effect 35
GEOLAB – Transnational Access project JELLYFISh – Field testing of Medusa DMT (Version 1) [Data set] 33
The Effect of the Significant Duration on the Site Response Analysis of Liquefiable Soils 31
LEAP-ASIA-2019 Centrifuge Test Simulation at UNINA 29
InSAR Analysis of Post-Liquefaction Consolidation Subsidence after 2012 Emilia Earthquake Sequence (Italy) 28
Progetto Ri-SCOSSA 2.0: valutazione della instabilità sismica di sito 25
A One-Dimensional Model Used for the Analysis of Seismic Site Response and Soil Instabilities: A Review of SCOSSA 1.0 Computer Code 23
LEAP-ASIA-2019 Simulation Exercise: Comparison of the Type-B and Type-C Numerical Simulations with Centrifuge Test Results 22
LEAP-ASIA-2019 Simulation Exercise: Calibration of Constitutive Models and Simulations of the Element Tests 21
Site response analyses for seismic microzonation: Case-histories, results and applications in central italy 20
The subsoil model for seismic microzonation study: The interplay between geology, geophysics and geotechnical engineering 16
Site response analysis in effective stress of a coastal area in the north-western Adriatic region (Italy) 13
Prediction of non-linear soil behaviour in saturated sand: A loosely coupled approach for 1d effective stress analysis 10
Totale 6.038
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Categoria #
all - tutte 27.040
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 27.040
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202174 0 0 0 0 0 0 0 0 0 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
2025/20262.713 120 231 163 339 326 224 527 164 290 329 0 0
Totale 6.038