IRIS
CHIARADONNA, ANNA
 Distribuzione geografica
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Continente #
NA - Nord America 1.130
EU - Europa 647
AS - Asia 80
OC - Oceania 5
SA - Sud America 2
AF - Africa 1
Totale 1.865
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Nazione #
US - Stati Uniti d'America 1.122
IE - Irlanda 349
IT - Italia 98
CN - Cina 48
UA - Ucraina 48
DE - Germania 46
FR - Francia 37
SE - Svezia 25
HK - Hong Kong 20
BE - Belgio 16
GB - Regno Unito 9
TR - Turchia 9
CA - Canada 8
GR - Grecia 6
FI - Finlandia 5
NZ - Nuova Zelanda 4
MM - Myanmar 2
NL - Olanda 2
PE - Perù 2
RO - Romania 2
RU - Federazione Russa 2
AU - Australia 1
HR - Croazia 1
IR - Iran 1
SK - Slovacchia (Repubblica Slovacca) 1
TN - Tunisia 1
Totale 1.865
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Città #
Dublin 349
Chandler 336
Jacksonville 211
New York 68
Ann Arbor 49
Lawrence 38
Princeton 38
Wilmington 29
Beijing 24
Ashburn 21
Cagliari 21
Brussels 16
Boardman 15
Los Angeles 15
Des Moines 14
San Mateo 12
Frankfurt am Main 11
Nanjing 10
Oakland 9
Bologna 8
Avezzano 7
Seattle 6
Falls Church 5
Izmir 5
Fairfield 4
Frosinone 4
Genoa 4
Rome 4
Cedar Knolls 3
Christchurch 3
Dearborn 3
Lappeenranta 3
Montréal 3
Norwalk 3
Woodbridge 3
Amsterdam 2
Ayacucho 2
Castel Madama 2
Guangzhou 2
Houston 2
Jiaxing 2
Jinan 2
Milan 2
Naples 2
Opera 2
Redmond 2
Toronto 2
Verona 2
West Jordan 2
Anzola 1
Beauharnois 1
Bremen 1
Brisbane 1
Cascina 1
Changsha 1
Edmonton 1
Fremont 1
Hanover 1
Hebei 1
Imola 1
Islington 1
Istanbul 1
Kashan 1
Kunming 1
Las Vegas 1
L’Aquila 1
Miami 1
Mountain View 1
Nabeul 1
Nanchang 1
Napoli 1
Padova 1
Pontinia 1
San Francisco 1
Sant'ambrogio Di Torino 1
Sarnia 1
Shenyang 1
Tianjin 1
Ufa 1
Vicenza 1
Wellington 1
Zagreb 1
Zhengzhou 1
Totale 1.416
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Nome #
Analisi di stabilità in condizioni sismiche dell'argine diversivo in localita Scortichino, Comune di Bondeno (FE) 121
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)] 82
Analisi di stabilità di un argine danneggiato dalla sequenza sismica emiliana del 2012 63
Site response analyses for complex geological and morphological conditions: relevant case-histories from 3rd level seismic microzonation in Central Italy 60
Assessment of post-liquefaction consolidation settlement 54
Site response analyses for seismic microzonation: case-histories, results and applications after the 3rd level studies in Central Italy 53
Valutazione del potenziale di liquefazione dei terreni. Metodi di analisi e applicazioni 52
Cyclic and dynamic behaviour of a Canadian sensitive clay 50
Evaluation of Site Amplification for the Seismic Protection of a Strategic District in Naples 50
Development of a simplified model for pore water pressure build-up induced by cyclic loading 50
A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils 49
International benchmark on numerical simulations for 1D, nonlinear site response (Prenolin): Verification phase based on canonical cases 48
Soil liquefaction and induced damage to structures: a case study from the 2012 Emilia earthquake 46
An innovative computer code for 1D seismic response analysis including shear strength of soils 46
Field tests to assess the effectiveness of ground improvement for liquefaction mitigation 46
EMPIRICAL DAMAGE AND LIQUEFACTION FRAGILITY CURVES FROM 2012 EMILIA EARTHQUAKE DATA 44
Influence of initial conditions on the liquefaction strength of an earth structure 43
Identification of the Site Effects induced by the 2020 Samos Earthquake in Izmir 43
Prenolin: International benchmark on 1D nonlinear: Site-response analysis—validation phase exercise 41
A robust empirical model to estimate earthquake-induced excess pore water pressure in saturated and non-saturated soils 41
A Simplified Method for Pore Pressure Buildup Prediction: From Laboratory Cyclic Tests to the 1D Soil Response Analysis in Effective Stress Conditions 40
Reconnaissance of 2016 central Italy earthquake sequence 40
On the estimate of seismically induced pore-water pressure increments before liquefaction 40
A Simplified Procedure for Evaluating Post-Seismic Settlements in Liquefiable Soils 39
Experimental evidences of the effectiveness of some liquefaction mitigation measures 39
Soil Liquefaction: From mechanisms to effects on the built environment 39
Site response analysis in effective stress of a coastal area in the North-Western Adriatic seaside (Italy) 38
A liquefaction potential integral index based on pore pressure build-up 38
A pore water pressure model calibration based on in-situ test results 37
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 37
Seismic characterization of Pizzoli (Central Italy) to estimate site effects induced by near-fault earthquakes 37
Atti della Giornata della Ricerca Dipartimento di Ingegneria Civile, Edile-Architettura e Ambientale dell’Università degli Studi di L’Aquila 37
Interpreting the deformation phenomena of a levee damaged during the 2012 Emilia earthquake 36
LEAP-2017 Simulation Exercise: Calibration of Constitutive Models and Simulation of the Element Tests 35
A field trial to test the efficiency of induced partial saturation and horizontal drains to mitigate the susceptibility of soils to liquefaction 34
Parametric study on 2d effect on the seismic response of alluvial valleys 32
Local site effects and incremental damage of buildings during the 2016 Central Italy Earthquake sequence 30
Understanding the Damages Caused by the 1999 Kocaeli Earthquake on One of the Towers of the Theodosian Walls of Constantinople 25
Influence of Local Soil Conditions on the Damage Distribution in Izmir Bay During the October 30, 2020, Samos Earthquake 21
Assessment of liquefaction triggering by seismic dilatometer tests: comparison between semi-empirical approaches and non-linear dynamic analyses 20
In-depth third level Seismic Microzonation studies in pilot areas of L'Aquila Municipality (Central Italy) 17
Defining the Boundary Conditions for Seismic Response Analysis - A Practical Review of Some Widely-Used Codes 17
Geotechnical Assessment of the Pore Water Pressure Build-up in Izmir During the October 30, 2020, Samos Earthquake 17
Effect of soil gradation on embankment response during liquefaction: A centrifuge testing program 16
LICORNE a benchmark on numerical method for non-linear site response analysis involving pore water pressure 15
Effects of Gradation on the Dynamic Response of Sloping Ground 15
Seismic response of a 1D soil profile using two modeling approaches in effective stress condition 13
LEAP-2017: Comparison of the Type-B Numerical Simulations with Centrifuge Test Results 11
Cone penetration testing to constrain the calibration process of a sand plasticity model for nonlinear deformation analysis 11
Dynamic Behavior of Uniform Clean Sands: Evaluation of Predictive Capabilities in the Element- and the System-Level Scale 10
LEAP-UCD-2017 Centrifuge Test Simulation at UNINA 8
Seismic microzonation of an alluvial valley hit by the 2016 central italy earthquake 8
CPT-based model calibration for effective stress analysis of layered soil deposits 6
Recent Developments in Soil Investigation by Medusa SDMT 5
Insights on the role of local site effects on damage distribution in the Izmir metropolitan area induced by the October 30, 2020 Samos earthquake 5
GEOLAB – Transnational Access project JELLYFISh – Field testing of Medusa DMT (Version 0) [Data set] 4
Preliminary findings on the experimental investigation of the small-strain behaviour of Pizzoli silty sand 4
Potential of the Medusa DMT for offshore geotechnical investigation 3
Numerical quantification of the dependency of the seismic site response on the DMT-based cyclic strength of sands 2
Medusa SDMT testing at the Onsøy Geo-Test Site, Norway 2
Totale 1.965
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Categoria #
all - tutte 8.304
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 8.304
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/20198 0 0 0 0 0 0 0 0 0 2 0 6
2019/2020276 9 1 85 5 4 30 60 0 39 15 2 26
2020/2021275 5 29 3 29 29 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
2023/2024272 32 7 13 23 24 118 2 36 1 16 0 0
Totale 1.965