| Nome |
# |
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Broad-band ground motions from 3D physics-based numerical simulations using Artificial Neural Networks, file e0c31c0b-dd61-4599-e053-1705fe0aef77
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702
|
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Integrated foundation-structure seismic assessment through non-linear dynamic analyses, file e0c31c0a-4b6d-4599-e053-1705fe0aef77
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317
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The 3D numerical simulation of near-source ground motion during the Marsica earthquake, central Italy, 100 years later, file e0c31c0a-4119-4599-e053-1705fe0aef77
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302
|
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Numerical modeling of the interaction of pressurized large diameter gas buried pipelines with normal fault ruptures, file e0c31c0b-9e4d-4599-e053-1705fe0aef77
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279
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Three-dimensional physics-based earthquake ground motion simulations for seismic risk assessment in densely populated urban areas, file e0c31c0f-55f2-4599-e053-1705fe0aef77
|
263
|
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The role of non-linear dynamic soil-foundation interaction on the seismic response of structures, file e0c31c0d-dbc3-4599-e053-1705fe0aef77
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260
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|
BB‐SPEEDset: A Validated Dataset of Broadband Near‐Source Earthquake Ground Motions from 3D Physics‐Based Numerical Simulations, file e0c31c11-f776-4599-e053-1705fe0aef77
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229
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Record-based validations of site-specific probabilistic seismic hazard assessment, file e0c31c0e-854c-4599-e053-1705fe0aef77
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193
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Study of the Spatial Correlation of Earthquake Ground Motion By Means of Physics-Based Numerical Scenarios, file e0c31c0e-d2a3-4599-e053-1705fe0aef77
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187
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|
Evaluation of Probabilistic Site-Specific Seismic-Hazard Methods and Associated Uncertainties, with Applications in the Po Plain, Northern Italy, file e0c31c0e-c275-4599-e053-1705fe0aef77
|
173
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Physics-based probabilistic seismic hazard and loss assessment in large urban areas: A simplified application to Istanbul, file e0c31c11-2490-4599-e053-1705fe0aef77
|
159
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Direct displacement-based assessment with nonlinear soil–structure interaction for multi-span reinforced concrete bridges, file e0c31c0d-de7a-4599-e053-1705fe0aef77
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157
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The 3D Numerical Simulation of Near-Source Ground Motion during the Marsica Earthquake, Central Italy, 100 years later, file e0c31c09-3994-4599-e053-1705fe0aef77
|
140
|
|
Fling Effects from Near-Source Strong-Motion Records: Insights from the 2016 Mw 6.5 Norcia, Central Italy, Earthquake, file e0c31c0e-ac92-4599-e053-1705fe0aef77
|
136
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Footprint based PSHA: The case of Christchurch, New Zealand, file e0c31c0f-2bea-4599-e053-1705fe0aef77
|
114
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Spatial Variability of Near-Source Seismic Ground Motion with respect to different Distance Metrics, file e0c31c09-3993-4599-e053-1705fe0aef77
|
106
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Anatomy of strong ground motion: near-source records and three-dimensional physics-based numerical simulations of the Mw 6.0 2012 May 29 Po Plain earthquake, file e0c31c09-39d0-4599-e053-1705fe0aef77
|
76
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3D Physics-Based Numerical Simulations of the MW6 May 29 2012 Emilia Earthquake, file e0c31c09-39d1-4599-e053-1705fe0aef77
|
76
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Comparative Analysis and Evaluation of Uncertainties in Probabilistic Site Response Assessment, file e0c31c09-3996-4599-e053-1705fe0aef77
|
75
|
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Numerical Coupling of Structural Response and Ground Motion in Multi-scale 3D Physics Based Simulations, file 6cd7e1e1-332b-40f6-b941-3552eda3ad89
|
48
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Regional physics-based simulation of ground motion within the Rhȏne Valley, France, during the Mw 4.9 2019 Le Teil earthquake, file e8ebdbcf-db70-4031-a29a-6986c976191c
|
48
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A numerical study of the pressurized gas pipeline-normal fault interaction problem, file e0c31c09-3381-4599-e053-1705fe0aef77
|
47
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Strong ground motion from the seismic swarms preceding the 2021 and 2022 volcanic eruptions at Fagradalsfjall, Iceland, file 017c89e6-5fb6-4997-a943-6e6fbe8ecc6e
|
32
|
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Anatomy of strong ground motion: near-source records and three-dimensional physics-based numerical simulations of the Mw 6.0 2012 May 29 Po Plain earthquake, file e0c31c12-7292-4599-e053-1705fe0aef77
|
26
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Physics-based ground shaking scenarios for seismic fragility analyses: the case study of the 2009 L’Aquila earthquake, file 67e1910a-ae19-4105-94c1-6c73ed36c211
|
22
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Analysis of the spatial correlation of earthquake ground motion from physics-based numerical simulations, file e0c31c0f-0194-4599-e053-1705fe0aef77
|
20
|
|
Checking the site categorization criteria and amplification factors of the 2021 draft of Eurocode 8 Part 1–1, file 6a12ee52-a8a7-4781-b947-15452da222ad
|
19
|
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The older the better? The strange case of empirical ground motion models in the near-source of moderate-to-large magnitude earthquakes, file e0c31c12-9b9b-4599-e053-1705fe0aef77
|
19
|
|
Selection and spectral matching of recorded ground motions for seismic fragility analyses, file 82d7a9a7-d331-4a6f-b614-5f8aa3c5451b
|
10
|
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Validation of physics-based ground shaking scenarios for empirical fragility studies: the case of the 2009 L’Aquila earthquake, file 09c4e5e8-755a-43e0-8def-7944bb584ad0
|
7
|
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The role of non-linear dynamic soil-foundation interaction on the seismic response of structures, file e0c31c08-13d7-4599-e053-1705fe0aef77
|
4
|
|
Ground motion record selection based on broadband spectral compatibility, file e0c31c08-2712-4599-e053-1705fe0aef77
|
4
|
|
A macro-element model for non‐linear soil–shallow foundation–structure interaction under seismic loads: theoretical development and experimental validation on large scale tests, file e0c31c08-0445-4599-e053-1705fe0aef77
|
3
|
|
Analysis of the “Casa dello Studente” collapse during the L’Aquila 6th April 2009 earthquake, file e0c31c08-06fd-4599-e053-1705fe0aef77
|
3
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Joint deconvolution of building and downhole seismic recordings: an application to three test cases, file e0c31c0c-2690-4599-e053-1705fe0aef77
|
3
|
|
Different approaches for numerical modeling of seismic soil-structure interaction: impacts on the seismic response of a simplified reinforced concrete integral bridge, file e0c31c0f-038b-4599-e053-1705fe0aef77
|
3
|
|
Earthquake ground motion modeling of induced seismicity in the Groningen gas field, file e0c31c10-7b21-4599-e053-1705fe0aef77
|
3
|
|
Three-dimensional numerical modeling of ground motion in the Valley of Mexico: A case study from the Mw3.2 earthquake of July 17, 2019, file 6d8f74f9-d497-4d8e-84fa-451410302cfd
|
2
|
|
Non-conforming Spectral Approximations for the Elastic Wave Equation in Heterogeneous Media, file e0c31c07-e8ca-4599-e053-1705fe0aef77
|
2
|
|
Comparison of 3D, 2D and 1D numerical approaches to predict long period earthquake ground motion in the Gubbio plain, Central Italy, file e0c31c07-f226-4599-e053-1705fe0aef77
|
2
|
|
The partial collapse of "Casa dello Studente" during L'Aquila 2009 earthquake, file e0c31c08-11f7-4599-e053-1705fe0aef77
|
2
|
|
Direct displacement-based assessment with nonlinear soil–structure interaction for multi-span reinforced concrete bridges, file e0c31c08-1552-4599-e053-1705fe0aef77
|
2
|
|
Deterministic seismic scenarios from 3D numerical simulations, file e0c31c08-23b2-4599-e053-1705fe0aef77
|
2
|
|
3D numerical simulations in complex near-field geological configurations during the Mw 6.3 L’Aquila earthquake, file e0c31c0a-afef-4599-e053-1705fe0aef77
|
2
|
|
Numerical simulation of seismic response at Gubbio basin, Central Italy, file e0c31c0a-aff0-4599-e053-1705fe0aef77
|
2
|
|
Near-fault earthquake ground-motion simulation in the Istanbul area, file e0c31c0b-0ae8-4599-e053-1705fe0aef77
|
2
|
|
Empirical evaluation of peak ground velocity and displacement as a function of elastic spectral ordinates for design, file e0c31c0b-8a32-4599-e053-1705fe0aef77
|
2
|
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Database of rocking shallow foundation performance: Slow-cyclic and monotonic loading, file e0c31c11-07fb-4599-e053-1705fe0aef77
|
2
|
|
High-speed railway-induced ground and building vibration: Numerical validation of a spectral element analysis-based sub-model method, file c73679a4-c70e-4ee9-a2c5-1c03330c5db6
|
1
|
|
Engineering validation of BB-SPEEDset, a data set of near-source physics-based simulated accelerograms, file cfcfd13e-d794-40de-a501-756c96ae6ccf
|
1
|
|
Experimental and Numerical Results on Earthquake-Induced Rotational Ground Motions, file e0c31c07-d4ca-4599-e053-1705fe0aef77
|
1
|
|
Study of rotational ground motion in the near field region, file e0c31c07-d5ae-4599-e053-1705fe0aef77
|
1
|
|
Experimental and numerical study on earthquake induced ground strains, file e0c31c07-d716-4599-e053-1705fe0aef77
|
1
|
|
Strong ground motion in the epicentral region of the MW 6.3, Apr 6 2009, L’Aquila earthquake, Italy, file e0c31c07-e051-4599-e053-1705fe0aef77
|
1
|
|
Seismic analysis of deep tunnels in near fault conditions: a case study in Southern Italy, file e0c31c07-edd2-4599-e053-1705fe0aef77
|
1
|
|
3D NUMERICAL SIMULATIONS OF EARTHQUAKE GROUND MOTION INSEDIMENTARY BASINS: THE CASES OF GUBBIO AND L’AQUILA, CENTRAL ITALY, file e0c31c07-f3a4-4599-e053-1705fe0aef77
|
1
|
|
Modelling basin effects on earthquake ground motion in the Santiago de Chile basin by a spectral element code, file e0c31c08-0447-4599-e053-1705fe0aef77
|
1
|
|
The collapse of the "Casa dello Studente" during the 2009 earthquake in L'Aquila, file e0c31c08-07ee-4599-e053-1705fe0aef77
|
1
|
|
Introducing Dynamic Nonlinear Soil-Foundation-Structure Interaction Effects in Displacement-Based Seismic Design, file e0c31c08-13d8-4599-e053-1705fe0aef77
|
1
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|
THE EARTHQUAKE-INDUCED COLLAPSE OF AN INDUSTRIAL BUILDING: STRUCTURAL ISSUES, file e0c31c08-32da-4599-e053-1705fe0aef77
|
1
|
|
Non-linear dynamic soil-structure interaction in the displacement based design, file e0c31c08-485f-4599-e053-1705fe0aef77
|
1
|
|
Evaluation of Probabilistic Site-Specific Seismic-Hazard Methods and Associated Uncertainties, with Applications in the Po Plain, Northern Italy, file e0c31c09-3921-4599-e053-1705fe0aef77
|
1
|
|
PSHAe (Probabilistic Seismic Hazard Analysis enhanced): the case of Istanbul, file e0c31c0a-aba6-4599-e053-1705fe0aef77
|
1
|
|
Numerical study on basin-edge effects in the seismic response of the Gubbio valley, Central Italy, file e0c31c0b-13cb-4599-e053-1705fe0aef77
|
1
|
|
PSHAe (Probabilistic Seismic Hazard Assessment enhanced): the case of Istanbul, file e0c31c0c-4d48-4599-e053-1705fe0aef77
|
1
|
|
Numerical modeling of seismic waves by discontinuous spectral element methods, file e0c31c0c-ea46-4599-e053-1705fe0aef77
|
1
|
|
3D Physics‐Based Numerical Simulations of Ground Motion in Istanbul from Earthquakes along the Marmara Segment of the North Anatolian Fault, file e0c31c0f-e2fa-4599-e053-1705fe0aef77
|
1
|
| Totale |
4.306 |