CHIARADONNA, ANNA
 Distribuzione geografica
Continente #
NA - Nord America 1.175
EU - Europa 686
AS - Asia 127
OC - Oceania 5
SA - Sud America 2
AF - Africa 1
Totale 1.996
Nazione #
US - Stati Uniti d'America 1.167
IE - Irlanda 349
IT - Italia 103
DE - Germania 69
CN - Cina 65
UA - Ucraina 48
FR - Francia 44
SG - Singapore 30
SE - Svezia 25
HK - Hong Kong 20
BE - Belgio 16
GB - Regno Unito 9
TR - Turchia 9
CA - Canada 8
FI - Finlandia 8
GR - Grecia 6
NZ - Nuova Zelanda 4
MM - Myanmar 2
NL - Olanda 2
PE - Perù 2
RO - Romania 2
RU - Federazione Russa 2
AU - Australia 1
CZ - Repubblica Ceca 1
HR - Croazia 1
IR - Iran 1
SK - Slovacchia (Repubblica Slovacca) 1
TN - Tunisia 1
Totale 1.996
Città #
Dublin 349
Chandler 336
Jacksonville 211
New York 68
Ann Arbor 49
Lawrence 38
Princeton 38
Boardman 33
Wilmington 29
Beijing 24
Ashburn 22
Cagliari 21
Singapore 19
Berlin 17
Dallas 17
Brussels 16
Los Angeles 15
Des Moines 14
San Mateo 12
Frankfurt am Main 11
Nanjing 10
Oakland 9
Bologna 8
Santa Clara 8
Avezzano 7
Rome 6
Seattle 6
Falls Church 5
Izmir 5
Fairfield 4
Frosinone 4
Genoa 4
Kitzingen 4
Cedar Knolls 3
Christchurch 3
Dearborn 3
Guangzhou 3
Helsinki 3
Lappeenranta 3
Montréal 3
Norwalk 3
Woodbridge 3
Amsterdam 2
Ayacucho 2
Castel Madama 2
Houston 2
Jiaxing 2
Jinan 2
L’Aquila 2
Milan 2
Munich 2
Naples 2
Opera 2
Redmond 2
Shanghai 2
Toronto 2
Verona 2
West Jordan 2
Xuzhou 2
Anzola 1
Beauharnois 1
Bremen 1
Brisbane 1
Cascina 1
Changsha 1
Dalian 1
Edmonton 1
Fremont 1
Hanover 1
Hebei 1
Imola 1
Islington 1
Istanbul 1
Kashan 1
Kunming 1
Las Vegas 1
Miami 1
Mountain View 1
Nabeul 1
Nanchang 1
Napoli 1
Olomouc 1
Padova 1
Paris 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 1.516
Nome #
Analisi di stabilità in condizioni sismiche dell'argine diversivo in localita Scortichino, Comune di Bondeno (FE) 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)] 83
Analisi di stabilità di un argine danneggiato dalla sequenza sismica emiliana del 2012 63
Valutazione del potenziale di liquefazione dei terreni. Metodi di analisi e applicazioni 63
Site response analyses for complex geological and morphological conditions: relevant case-histories from 3rd level seismic microzonation in Central Italy 62
Assessment of post-liquefaction consolidation settlement 55
Site response analyses for seismic microzonation: case-histories, results and applications after the 3rd level studies in Central Italy 54
Evaluation of Site Amplification for the Seismic Protection of a Strategic District in Naples 52
An innovative computer code for 1D seismic response analysis including shear strength of soils 51
Cyclic and dynamic behaviour of a Canadian sensitive clay 51
Development of a simplified model for pore water pressure build-up induced by cyclic loading 51
A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils 50
International benchmark on numerical simulations for 1D, nonlinear site response (Prenolin): Verification phase based on canonical cases 49
Soil liquefaction and induced damage to structures: a case study from the 2012 Emilia earthquake 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
Prenolin: International benchmark on 1D nonlinear: Site-response analysis—validation phase exercise 43
A robust empirical model to estimate earthquake-induced excess pore water pressure in saturated and non-saturated soils 43
On the estimate of seismically induced pore-water pressure increments before liquefaction 43
Identification of the Site Effects induced by the 2020 Samos Earthquake in Izmir 43
Atti della Giornata della Ricerca Dipartimento di Ingegneria Civile, Edile-Architettura e Ambientale dell’Università degli Studi di L’Aquila 43
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 42
A Simplified Procedure for Evaluating Post-Seismic Settlements in Liquefiable Soils 41
A Simplified Method for Pore Pressure Buildup Prediction: From Laboratory Cyclic Tests to the 1D Soil Response Analysis in Effective Stress Conditions 41
Experimental evidences of the effectiveness of some liquefaction mitigation measures 41
Soil Liquefaction: From mechanisms to effects on the built environment 41
Reconnaissance of 2016 central Italy earthquake sequence 40
Site response analysis in effective stress of a coastal area in the North-Western Adriatic seaside (Italy) 39
A liquefaction potential integral index based on pore pressure build-up 39
Seismic characterization of Pizzoli (Central Italy) to estimate site effects induced by near-fault earthquakes 39
A pore water pressure model calibration based on in-situ test results 38
Interpreting the deformation phenomena of a levee damaged during the 2012 Emilia earthquake 36
A field trial to test the efficiency of induced partial saturation and horizontal drains to mitigate the susceptibility of soils to liquefaction 35
Parametric study on 2d effect on the seismic response of alluvial valleys 35
LEAP-2017 Simulation Exercise: Calibration of Constitutive Models and Simulation of the Element Tests 35
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 26
Influence of Local Soil Conditions on the Damage Distribution in Izmir Bay During the October 30, 2020, Samos Earthquake 23
In-depth third level Seismic Microzonation studies in pilot areas of L'Aquila Municipality (Central Italy) 22
Assessment of liquefaction triggering by seismic dilatometer tests: comparison between semi-empirical approaches and non-linear dynamic analyses 22
Defining the Boundary Conditions for Seismic Response Analysis - A Practical Review of Some Widely-Used Codes 19
Geotechnical Assessment of the Pore Water Pressure Build-up in Izmir During the October 30, 2020, Samos Earthquake 19
LICORNE a benchmark on numerical method for non-linear site response analysis involving pore water pressure 18
Effect of soil gradation on embankment response during liquefaction: A centrifuge testing program 18
Effects of Gradation on the Dynamic Response of Sloping Ground 17
Seismic response of a 1D soil profile using two modeling approaches in effective stress condition 15
Cone penetration testing to constrain the calibration process of a sand plasticity model for nonlinear deformation analysis 14
Dynamic Behavior of Uniform Clean Sands: Evaluation of Predictive Capabilities in the Element- and the System-Level Scale 13
LEAP-2017: Comparison of the Type-B Numerical Simulations with Centrifuge Test Results 13
LEAP-UCD-2017 Centrifuge Test Simulation at UNINA 9
CPT-based model calibration for effective stress analysis of layered soil deposits 9
Insights on the role of local site effects on damage distribution in the Izmir metropolitan area induced by the October 30, 2020 Samos earthquake 9
Seismic microzonation of an alluvial valley hit by the 2016 central italy earthquake 9
GEOLAB – Transnational Access project JELLYFISh – Field testing of Medusa DMT (Version 0) [Data set] 8
Potential of the Medusa DMT for offshore geotechnical investigation 8
Recent Developments in Soil Investigation by Medusa SDMT 8
Preliminary findings on the experimental investigation of the small-strain behaviour of Pizzoli silty sand 8
Türkiye Mw 7.7 Pazarcık and Mw 7.6 Elbistan earthquakes of February 6th, 2023: Contribution of valley effects on damage pattern 7
Medusa SDMT testing at the Onsøy Geo-Test Site, Norway 7
Numerical quantification of the dependency of the seismic site response on the DMT-based cyclic strength of sands 4
Totale 2.097
Categoria #
all - tutte 10.456
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 10.456


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020267 0 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
2023/2024331 32 7 13 23 24 118 2 36 1 16 9 50
2024/202573 29 44 0 0 0 0 0 0 0 0 0 0
Totale 2.097