| Nome |
# |
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PRENOLIN: International Benchmark on 1D Nonlinear Site‐Response Analysis—Validation Phase Exercise, file e2f56ed7-438a-3eaf-e053-3a05fe0a5d97
|
700
|
|
Valutazione della stabilità sismica di pendii naturali mediante un approccio semplificato agli spostamenti, file e2f56ed3-ffe3-3eaf-e053-3a05fe0a5d97
|
548
|
|
Simplified relationships for estimating seismic slope stability, file e2f56ed3-fe30-3eaf-e053-3a05fe0a5d97
|
477
|
|
Previsioni di spostamenti sismici di pendii omogenei con diverse procedure semplificate, file e2f56ed4-198c-3eaf-e053-3a05fe0a5d97
|
454
|
|
Analisi Dinamiche di Paratie Plurivincolate, file e2f56ed4-0ddb-3eaf-e053-3a05fe0a5d97
|
354
|
|
An uncoupled procedure for performance assessment of slopes in seismic conditions, file e2f56ed6-c6dc-3eaf-e053-3a05fe0a5d97
|
323
|
|
Seismic behaviour of propped retaining structures, file e2f56ed4-1dfd-3eaf-e053-3a05fe0a5d97
|
276
|
|
Il ruolo degli effetti di sito sulla risposta strutturale degli edifici nella conca aquilana, file e2f56ed4-2152-3eaf-e053-3a05fe0a5d97
|
252
|
|
1D Seismic Response Analysis of Soil-building Systems Including Failure Shear Mechanisms, file e2f56ed5-753f-3eaf-e053-3a05fe0a5d97
|
246
|
|
Parametri di intensità sismica per la stima degli spostamenti permanenti di pendii omogenei, file e2f56ed4-0dd9-3eaf-e053-3a05fe0a5d97
|
242
|
|
Influenza della risposta sismica locale sul non sincronismo del moto in superficie: validazione empirica delle indicazioni normative, file e2f56ed4-1d36-3eaf-e053-3a05fe0a5d97
|
236
|
|
A Simplified Method for Pore Pressure Buildup Prediction: From Laboratory Cyclic Tests to the 1D Soil Response Analysis in Effective Stress Conditions, file e2f56ed5-6d1e-3eaf-e053-3a05fe0a5d97
|
234
|
|
Non-linear coupled approach for the evaluation of seismic slope displacements, file e2f56ed4-0229-3eaf-e053-3a05fe0a5d97
|
227
|
|
Analisi dinamiche in tensioni efficaci con il codice "SCOSSA", file e2f56ed4-093a-3eaf-e053-3a05fe0a5d97
|
174
|
|
Analisi numerica dell’efficacia dei muri sacrificali per la riduzione degli spostamenti indotti da scavi profondi, file e2f56ed4-0dde-3eaf-e053-3a05fe0a5d97
|
174
|
|
Un modello semplificato per la previsione dell'incremento di pressione interstiziale indotto da carichi ciclici, file e2f56ed4-0dbb-3eaf-e053-3a05fe0a5d97
|
161
|
|
Seismic displacement analysis of homogeneous slopes: a review of existing simplified methods with reference to Italian seismicity., file e2f56ed3-f9ae-3eaf-e053-3a05fe0a5d97
|
160
|
|
Generation of non-synchronous accelerograms for evaluate the seismic bridge response, including local site amplification., file e2f56ed4-1988-3eaf-e053-3a05fe0a5d97
|
159
|
|
The seismic performance of a earth dam by different displacementbased
methods, file e2f56ed4-210d-3eaf-e053-3a05fe0a5d97
|
149
|
|
Numerical Analysis of a Deep Excavation in Front of MarmorKirken, Copenhagen, file e2f56eda-0fd8-3eaf-e053-3a05fe0a5d97
|
143
|
|
Seismic Response of Viaducts Accounting for Soil-Structure Interaction, file e2f56ed4-215c-3eaf-e053-3a05fe0a5d97
|
132
|
|
Valutazione degli spostamenti di pendii omogenei sotto azione sismica attraverso analisi pseudo-statiche e dinamiche con complessità crescente, file e2f56ed4-02a5-3eaf-e053-3a05fe0a5d97
|
114
|
|
Some Remarks on the Seismic Design of Multipropped Retaining Walls, file e2f56ed9-c31c-3eaf-e053-3a05fe0a5d97
|
114
|
|
Valutazione degli spostamenti permanenti sismoindotti mediante un approccio accoppiato non lineare, file e2f56ed4-0934-3eaf-e053-3a05fe0a5d97
|
104
|
|
A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils, file e2f56eda-003e-3eaf-e053-3a05fe0a5d97
|
103
|
|
Non-synchronous earthquake motion in bridges design, file e2f56ed4-2285-3eaf-e053-3a05fe0a5d97
|
95
|
|
Seismic Response of Bridges Accounting for Soil-Structure Interaction effects and the Non-Synchronous Ground Motion due to 1D and 2D site analysis., file e2f56ed4-18a0-3eaf-e053-3a05fe0a5d97
|
91
|
|
EVALUATION OF SEISMIC DEMAND FOR EARTHQUAKE-TRIGGERED LANDSLIDES, file e2f56ed6-c742-3eaf-e053-3a05fe0a5d97
|
86
|
|
Simultaneous effect of spatial variability of ground motion due to site conditions and SSI on the seismic response of multi-span viaducts, file e2f56ed4-0dbf-3eaf-e053-3a05fe0a5d97
|
84
|
|
Valutazione empirica dell'influenza della risposta sismica locale sul non sincronismo del moto in superficie, file e2f56ed4-0932-3eaf-e053-3a05fe0a5d97
|
42
|
|
Lo scavo della stazione MarmorKirken della metropolitana di Copenhagen, file e2f56ed6-b2a0-3eaf-e053-3a05fe0a5d97
|
12
|
|
Interpreting the deformation phenomena of a levee damaged during the 2012 Emilia earthquake, file e2f56ed8-6073-3eaf-e053-3a05fe0a5d97
|
12
|
|
Dynamic analyses of propped retaining structures, file e2f56ed4-155b-3eaf-e053-3a05fe0a5d97
|
10
|
|
The role of ground motion characters on the dynamic performance of propped retaining structures., file e2f56ed4-199f-3eaf-e053-3a05fe0a5d97
|
8
|
|
Re-evaluation of code-specified stratigraphic amplification factors based on Italian experimental records and numerical seismic response analyses, file e2f56ed7-a31b-3eaf-e053-3a05fe0a5d97
|
8
|
|
On the Influence of Shallow Underground Structures in the Evaluation of the Seismic Signals, file e2f56eda-60f2-3eaf-e053-3a05fe0a5d97
|
6
|
|
Numerical analyses of cross and buttress walls effectiveness, file e2f56ed4-179a-3eaf-e053-3a05fe0a5d97
|
5
|
|
An innovative computer code for 1D seismic response analysis including shear strength of soils, file e2f56ed4-cee6-3eaf-e053-3a05fe0a5d97
|
5
|
|
Reconnaissance of 2016 central Italy earthquake sequence, file e2f56ed8-0ca4-3eaf-e053-3a05fe0a5d97
|
5
|
|
Evaluation of the seismic behavior of multi-propped shallow underground structures embedded in granular soils: A comparison between coupled and decoupled approaches, file e2f56ed8-f3d7-3eaf-e053-3a05fe0a5d97
|
5
|
|
2D equivalent linear analysis for the seismic vulnerability evaluation of multi-propped retaining structures, file e2f56eda-3fc6-3eaf-e053-3a05fe0a5d97
|
5
|
|
Evaluation of seismic displacements of a natural slope by simplified methods and dynamic analyses, file e2f56ed3-d663-3eaf-e053-3a05fe0a5d97
|
4
|
|
Prediction of seismic slope displacements by dynamic stick-slip analyses, file e2f56ed4-1d31-3eaf-e053-3a05fe0a5d97
|
4
|
|
Re-evaluation of code-specified stratigraphic amplification factors based on Italian experimental records and numerical seismic response analyses, file e2f56ed7-5a36-3eaf-e053-3a05fe0a5d97
|
4
|
|
Erratum to: Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles, file e2f56ed7-5ef0-3eaf-e053-3a05fe0a5d97
|
4
|
|
Strong ground motion characteristics from 2016 central Italy earthquake sequence, file e2f56ed7-f183-3eaf-e053-3a05fe0a5d97
|
4
|
|
A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils, file e2f56ed8-0eb0-3eaf-e053-3a05fe0a5d97
|
4
|
|
Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles, file e2f56ed7-5eec-3eaf-e053-3a05fe0a5d97
|
3
|
|
Effects of progressive strength degradation on seismic-induced displacements of rock slopes, file e2f56ed8-f3d4-3eaf-e053-3a05fe0a5d97
|
3
|
|
Application of a simplified model for the prediction of pore pressure build-up in sandy soils subjected to seismic loading, file e2f56ed4-1d7d-3eaf-e053-3a05fe0a5d97
|
2
|
|
Earthquake Geotechnical Engineering Aspects: the 2012 Emilia-Romagna Earthquake (Italy)., file e2f56ed4-1dfc-3eaf-e053-3a05fe0a5d97
|
2
|
|
An uncoupled procedure for performance assessment of slopes in seismic conditions, file e2f56ed6-c4b2-3eaf-e053-3a05fe0a5d97
|
2
|
|
Development of a simplified model for pore water pressure build-up induced by cyclic loading, file e2f56ed7-21ea-3eaf-e053-3a05fe0a5d97
|
2
|
|
International Benchmark on Numerical Simulations for 1D, Nonlinear Site Response (PRENOLIN): Verification Phase Based on Canonical Cases, file e2f56ed7-37cf-3eaf-e053-3a05fe0a5d97
|
2
|
|
Site response analysis in effective stress of a coastal area in the north-western Adriatic region (Italy), file e2f56ed9-06be-3eaf-e053-3a05fe0a5d97
|
2
|
|
Seismic Performance of Rock Slopes and Wedges Accounting for Progressive Strength Reduction of Joints, file e8a80782-f86d-4df4-a0ae-052781d058aa
|
2
|
|
Stima semplificata degli effetti di sito per l’elaborazione di shakemap, file e2f56ed3-fc7e-3eaf-e053-3a05fe0a5d97
|
1
|
|
Analisi sismica di pendii omogenei: revisione di un metodo semplificato esistente con riferimento alla sismicità italiana, file e2f56ed3-fe35-3eaf-e053-3a05fe0a5d97
|
1
|
|
Effects of non-synchronous ground motion induced by site conditions on the seismic response of multi-span viaducts, file e2f56ed4-2339-3eaf-e053-3a05fe0a5d97
|
1
|
|
Comparison of asynchronous signals generated from surface or bedrock natural accelerograms., file e2f56ed4-2343-3eaf-e053-3a05fe0a5d97
|
1
|
|
Preliminary assesment of site stratigraphic amplification for shakemap processing, file e2f56ed4-2375-3eaf-e053-3a05fe0a5d97
|
1
|
|
Interpreting the deformation phenomena of a levee damaged during the 2012 Emilia earthquake, file e2f56ed8-6ad1-3eaf-e053-3a05fe0a5d97
|
1
|
|
Prediction of non-linear soil behaviour in saturated sand: A loosely coupled approach for 1d effective stress analysis, file e2f56ed8-f3cd-3eaf-e053-3a05fe0a5d97
|
1
|
|
Strong ground motion characteristics of 2016 central italy earthquakes and implications for ground motion modeling, file e2f56ed8-f3d0-3eaf-e053-3a05fe0a5d97
|
1
|
|
Ground motion characteristics of the 2016 central Italy earthquake sequence, file e2f56ed8-f3da-3eaf-e053-3a05fe0a5d97
|
1
|
|
Spatial distribution of landslides triggered by the 2016 central italy seismic sequence, file e2f56ed9-06bb-3eaf-e053-3a05fe0a5d97
|
1
|
| Totale |
6.789 |