IRIS
CHIARADONNA, ANNA
 Distribuzione geografica
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Continente #
NA - Nord America 3.200
EU - Europa 1.550
AS - Asia 1.385
SA - Sud America 212
Continente sconosciuto - Info sul continente non disponibili 141
AF - Africa 40
OC - Oceania 6
Totale 6.534
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Nazione #
US - Stati Uniti d'America 3.102
SG - Singapore 607
RU - Federazione Russa 443
IE - Irlanda 354
CN - Cina 267
IT - Italia 251
HK - Hong Kong 196
BR - Brasile 163
VN - Vietnam 143
DE - Germania 120
FR - Francia 114
CA - Canada 62
UA - Ucraina 54
GB - Regno Unito 42
IN - India 40
FI - Finlandia 31
SE - Svezia 31
BD - Bangladesh 25
TR - Turchia 24
PL - Polonia 22
MX - Messico 21
BE - Belgio 20
JP - Giappone 20
NL - Olanda 19
AR - Argentina 18
AT - Austria 14
ES - Italia 11
IQ - Iraq 11
ZA - Sudafrica 11
CL - Cile 8
CO - Colombia 8
GR - Grecia 8
MA - Marocco 7
SC - Seychelles 7
EC - Ecuador 6
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
CR - Costa Rica 3
KE - Kenya 3
KR - Corea 3
KZ - Kazakistan 3
MY - Malesia 3
NP - Nepal 3
TH - Thailandia 3
TW - Taiwan 3
AU - Australia 2
DO - Repubblica Dominicana 2
EG - Egitto 2
ET - Etiopia 2
GT - Guatemala 2
HN - Honduras 2
IL - Israele 2
LV - Lettonia 2
MM - Myanmar 2
OM - Oman 2
PH - Filippine 2
PT - Portogallo 2
RO - Romania 2
SN - Senegal 2
TT - Trinidad e Tobago 2
VE - Venezuela 2
AZ - Azerbaigian 1
BO - Bolivia 1
BW - Botswana 1
BZ - Belize 1
CH - Svizzera 1
CZ - Repubblica Ceca 1
DK - Danimarca 1
DM - Dominica 1
GE - Georgia 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 6.393
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Città #
San Jose 501
Dublin 352
Singapore 338
Chandler 336
Ashburn 262
Dallas 249
Jacksonville 212
Santa Clara 184
Hong Kong 176
Council Bluffs 147
The Dalles 120
New York 110
Boardman 95
Moscow 65
Los Angeles 63
Beijing 60
Ho Chi Minh City 53
Ann Arbor 49
Lauterbourg 40
Lawrence 38
Princeton 38
Munich 33
Rome 31
Hanoi 30
Wilmington 29
Cagliari 28
Bologna 25
Orem 24
Brussels 20
Columbus 20
Tokyo 20
Frankfurt am Main 19
Warsaw 19
Milan 18
Berlin 17
Hefei 17
Sherbrooke 17
São Paulo 17
Brooklyn 14
Des Moines 14
Denver 12
Montreal 12
San Mateo 12
Amsterdam 11
Atlanta 11
Chennai 11
Da Nang 11
London 11
Mumbai 11
Nanjing 11
Chicago 10
Helsinki 10
Lappeenranta 10
Toronto 10
Johannesburg 9
Oakland 9
Phoenix 9
Turku 9
Assago 8
Seattle 8
Avezzano 7
Boston 7
Graz 7
Houston 7
Izmir 7
L’Aquila 7
Shanghai 7
Clermont-Ferrand 6
Falls Church 6
Mexico City 6
New Delhi 6
Santiago 6
Stockholm 6
Dhaka 5
Haiphong 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
Jackson 4
Kitzingen 4
Poplar 4
Porto Alegre 4
Quito 4
Rio de Janeiro 4
Salt Lake City 4
Vienna 4
Bangkok 3
Castellammare di Stabia 3
Cedar Knolls 3
Cesa 3
Totale 4.301
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Nome #
Analisi di stabilità in condizioni sismiche dell'argine diversivo in localita Scortichino, Comune di Bondeno (FE) 179
Valutazione del potenziale di liquefazione dei terreni. Metodi di analisi e applicazioni 122
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
Development of a simplified model for pore water pressure build-up induced by cyclic loading 112
Assessment of post-liquefaction consolidation settlement 111
International benchmark on numerical simulations for 1D, nonlinear site response (Prenolin): Verification phase based on canonical cases 109
Analisi di stabilità di un argine danneggiato dalla sequenza sismica emiliana del 2012 105
An innovative computer code for 1D seismic response analysis including shear strength of soils 105
Atti della Giornata della Ricerca Dipartimento di Ingegneria Civile, Edile-Architettura e Ambientale dell’Università degli Studi di L’Aquila 105
Türkiye Mw 7.7 Pazarcık and Mw 7.6 Elbistan earthquakes of February 6th, 2023: Contribution of valley effects on damage pattern 103
A robust empirical model to estimate earthquake-induced excess pore water pressure in saturated and non-saturated soils 103
Evaluation of Site Amplification for the Seismic Protection of a Strategic District in Naples 101
Cyclic and dynamic behaviour of a Canadian sensitive clay 100
On the estimate of seismically induced pore-water pressure increments before liquefaction 100
In-depth third level Seismic Microzonation studies in pilot areas of L'Aquila Municipality (Central Italy) 99
A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils 99
A liquefaction potential integral index based on pore pressure build-up 99
Soil Liquefaction: From mechanisms to effects on the built environment 99
An overview on the nonlinear behavior of intermediate soils under seismic conditions 96
Field tests to assess the effectiveness of ground improvement for liquefaction mitigation 96
Empirical damage and liquefaction fragility curves from 2012 Emilia earthquake data 93
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 93
Soil liquefaction and induced damage to structures: a case study from the 2012 Emilia earthquake 91
Investigations and liquefaction assessment at the Pagliare di Sassa site (L'Aquila, central Italy) 90
A pore water pressure model calibration based on in-situ test results 90
Liquefaction-induced damage assessment in Golbasi city after the 6th February 2023 Türkiye earthquakes 89
Seismic characterization of Pizzoli (Central Italy) to estimate site effects induced by near-fault earthquakes 89
Experimental evidences of the effectiveness of some liquefaction mitigation measures 88
Prenolin: International benchmark on 1D nonlinear: Site-response analysis—validation phase exercise 86
A Simplified Procedure for Evaluating Post-Seismic Settlements in Liquefiable Soils 85
Site response analyses for seismic microzonation: case-histories, results and applications after the 3rd level studies in Central Italy 85
A Simplified Method for Pore Pressure Buildup Prediction: From Laboratory Cyclic Tests to the 1D Soil Response Analysis in Effective Stress Conditions 83
A field trial to test the efficiency of induced partial saturation and horizontal drains to mitigate the susceptibility of soils to liquefaction 83
Identification of the Site Effects induced by the 2020 Samos Earthquake in Izmir 82
GEOLAB – Transnational Access project JELLYFISh – Field testing of Medusa DMT (Version 0) [Data set] 81
Parametric study on 2d effect on the seismic response of alluvial valleys 81
Local site effects and incremental damage of buildings during the 2016 Central Italy Earthquake sequence 80
Characterization of intermediate soils by innovative in-situ testing procedures using Medusa DMT 78
Reconnaissance of 2016 central Italy earthquake sequence 78
Influence of initial conditions on the liquefaction strength of an earth structure 78
Medusa SDMT testing at the Onsøy Geo-Test Site, Norway 78
The JELLYFISh Project: Medusa SDMT testing at the NGTS Geo-Test sites, Norway 77
Preliminary findings on the experimental investigation of the small-strain behaviour of Pizzoli silty sand 77
Assessment of liquefaction triggering by seismic dilatometer tests: comparison between semi-empirical approaches and non-linear dynamic analyses 76
LEAP-2017 Simulation Exercise: Calibration of Constitutive Models and Simulation of the Element Tests 76
Interpreting the deformation phenomena of a levee damaged during the 2012 Emilia earthquake 75
Site effects observed in Antakya after the Mw 7.7 Pazarcik and Mw 7.6 Elbistan Earthquakes on the 6th February 2023 (Türkiye) 73
Variability of the seismic response of a liquefiable soil with the fines content as estimated via dilatometer tests 72
Understanding the Damages Caused by the 1999 Kocaeli Earthquake on One of the Towers of the Theodosian Walls of Constantinople 71
Simulation of the seismic response of vertical instrumented arrays in liquefiable sites 69
Site response analysis in effective stress of a coastal area in the North-Western Adriatic seaside (Italy) 69
Study of valley effects in Göksun district (Türkiye) during the 6th February earthquakes 68
Defining the Boundary Conditions for Seismic Response Analysis - A Practical Review of Some Widely-Used Codes 68
Simulation of the Seismic Response of a Man-Made Well-Graded Gravel as Recorded by a Vertical Instrumented Array 68
Influence of Local Soil Conditions on the Damage Distribution in Izmir Bay During the October 30, 2020, Samos Earthquake 62
Specific site response analysis of Antakya Basin using historical ground motion data 61
Semi-empirical assessment of soil liquefaction in Gölbaşı (Adıyaman/Türkiye) after the 6th of February 2023 earthquakes 61
Geotechnical Assessment of the Pore Water Pressure Build-up in Izmir During the October 30, 2020, Samos Earthquake 60
Modeling the Excess Porewater Pressure Buildup in Pyroclastic Soils Subjected to Cyclic Loading 59
DMT-based seismic liquefaction assessment accounting for the fines content effect: a case study in Emilia-Romagna, Italy 59
Dynamic Behavior of Uniform Clean Sands: Evaluation of Predictive Capabilities in the Element- and the System-Level Scale 57
Effect of soil gradation on embankment response during liquefaction: A centrifuge testing program 57
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
LICORNE a benchmark on numerical method for non-linear site response analysis involving pore water pressure 55
Estimation of the soil cyclic resistance by flat dilatometer accounting for the fines content effect 55
Effects of Gradation on the Dynamic Response of Sloping Ground 54
Recent Developments in Soil Investigation by Medusa SDMT 51
LEAP-2017: Comparison of the Type-B Numerical Simulations with Centrifuge Test Results 49
Seismic response of a 1D soil profile using two modeling approaches in effective stress condition 49
Cone penetration testing to constrain the calibration process of a sand plasticity model for nonlinear deformation analysis 49
Seismic microzonation of an alluvial valley hit by the 2016 central italy earthquake 49
Potential of the Medusa DMT for offshore geotechnical investigation 46
LEAP-UCD-2017 Centrifuge Test Simulation at UNINA 46
Numerical quantification of the dependency of the seismic site response on the DMT-based cyclic strength of sands 45
DMT-simulation to calibrate a structured-clay model at the Onsøy Geo-Test site, Norway 44
CPT-based model calibration for effective stress analysis of layered soil deposits 43
DMT-based liquefaction triggering procedure accounting for the fines content effect 41
GEOLAB – Transnational Access project JELLYFISh – Field testing of Medusa DMT (Version 1) [Data set] 40
InSAR Analysis of Post-Liquefaction Consolidation Subsidence after 2012 Emilia Earthquake Sequence (Italy) 36
Progetto Ri-SCOSSA 2.0: valutazione della instabilità sismica di sito 34
The Effect of the Significant Duration on the Site Response Analysis of Liquefiable Soils 32
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 29
Site response analyses for seismic microzonation: Case-histories, results and applications in central italy 28
LEAP-ASIA-2019 Simulation Exercise: Calibration of Constitutive Models and Simulations of the Element Tests 27
LEAP-ASIA-2019 Simulation Exercise: Comparison of the Type-B and Type-C Numerical Simulations with Centrifuge Test Results 24
The subsoil model for seismic microzonation study: The interplay between geology, geophysics and geotechnical engineering 22
Site response analysis in effective stress of a coastal area in the north-western Adriatic region (Italy) 18
Prediction of non-linear soil behaviour in saturated sand: A loosely coupled approach for 1d effective stress analysis 12
Totale 6.534
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Categoria #
all - tutte 31.298
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 31.298
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022171 0 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
2025/20262.999 120 231 163 339 326 224 527 164 290 390 198 27
2026/2027210 98 112 0 0 0 0 0 0 0 0 0 0
Totale 6.534