| Nome |
# |
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Analisi geotecnica e strutturale del Ninfeo di Genazzano, file e3835313-15e7-15e8-e053-a505fe0a3de9
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529
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Studio del comportamento di gallerie sottoposte ad azioni sismiche mediante approcci numerici avanzati, file e3835323-e771-15e8-e053-a505fe0a3de9
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314
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Un modello iperelastico non lineare anisotropo per lo studio della risposta reversibile dei terreni, file e3835322-e47f-15e8-e053-a505fe0a3de9
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135
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Analisi della risposta ciclica di terreni granulari attraverso un modello bounding surface, file e3835322-c71b-15e8-e053-a505fe0a3de9
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126
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Analisi del comportamento dinamico di gallerie in terreni argillosi mediante approcci numerici disaccoppiati ed accoppiati, file e3835323-a6be-15e8-e053-a505fe0a3de9
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91
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Three-dimensional advanced numerical approaches to the seismic soil and structural response analyses, file e3835316-ee72-15e8-e053-a505fe0a3de9
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72
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Unsaturated structured soils: constitutive modelling and stability analyses, file e383532c-b2bf-15e8-e053-a505fe0a3de9
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66
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SANICLAY-T: simple thermodynamic-based anisotropic plasticity model for clays, file e3835327-e86b-15e8-e053-a505fe0a3de9
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48
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Interaction Between Tunnel Excavations and Historical Structures in Rome: A Fully Coupled Structural and Geotechnical Approach, file 242a510d-191b-4c13-bd1b-ce7a808c5650
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41
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Modellazione numerica avanzata dello scavo di gallerie urbane in interazione con edifici esistenti, file e3835323-99c0-15e8-e053-a505fe0a3de9
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25
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Cedimenti indotti dallo scavo di gallerie urbane in terreni incoerenti, file e3835323-bfa7-15e8-e053-a505fe0a3de9
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25
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A coupled structural and geotechnical assessment of the effects of a landslide on an ancient monastery in Central Italy, file e3835327-e874-15e8-e053-a505fe0a3de9
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18
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Destrutturazione nei terreni coesivi naturali. Aspetti costitutivi e numerici, file e3835323-a291-15e8-e053-a505fe0a3de9
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16
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Analisi dei cedimenti indotti dallo scavo della Linea 5 della Metropolitana di Milano, file e3835323-bfa3-15e8-e053-a505fe0a3de9
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12
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PRENOLIN project. Results of the validation phase at sendai site, file e383531a-167b-15e8-e053-a505fe0a3de9
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10
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Cedimenti indotti dallo scavo di gallerie urbane in terreni incoerenti, file e3835323-9d0a-15e8-e053-a505fe0a3de9
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8
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Cedimenti indotti dallo scavo di gallerie urbane in terreni incoerenti, file e3835323-9d02-15e8-e053-a505fe0a3de9
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7
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Plastic strain-induced small strain stiffness anisotropy. A multi-scale experimental evidence, file e3835313-17b5-15e8-e053-a505fe0a3de9
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6
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Nuove prospettive per l’analisi strutturale di murature inclusa l’interazione con il terreno, file e3835323-bdeb-15e8-e053-a505fe0a3de9
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6
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Analisi dei cedimenti indotti dallo scavo della Linea 5 della Metropolitana di Milano, file e3835323-bfa4-15e8-e053-a505fe0a3de9
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6
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PRENOLIN: International Benchmark on 1D Nonlinear Site‐Response Analysis—Validation Phase Exercise, file e383531f-9f45-15e8-e053-a505fe0a3de9
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4
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Seismic induced landslides in sand: a numerical approach, file e3835322-6e44-15e8-e053-a505fe0a3de9
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4
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The analysis of weak rock block behaviour by an advanced constitutive model, file e3835322-c718-15e8-e053-a505fe0a3de9
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4
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The analysis of weak rock block behaviour by an advanced constitutive model, file e3835322-e2d5-15e8-e053-a505fe0a3de9
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3
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A nonlinear anisotropic hyperelastic formulation for granular materials: comparison with existing models and validation, file e3835322-e47d-15e8-e053-a505fe0a3de9
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3
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International benchmark on numerical simulations for 1D, nonlinear site response (Prenolin). Verification phase based on canonical cases, file e3835323-9f7a-15e8-e053-a505fe0a3de9
|
3
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Modellazione numerica avanzata dello scavo di gallerie urbane in interazione con edifici esistenti, file e3835323-bded-15e8-e053-a505fe0a3de9
|
3
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Analisi numerica della risposta sismica locale di un comune della Daunia secondo approcci 1D, 2D e 3D, file e3835323-c308-15e8-e053-a505fe0a3de9
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3
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Convergence of rotational hardening with bounds in clay plasticity, file e3835323-e2d3-15e8-e053-a505fe0a3de9
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3
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Quantifying local seismic amplification from regional charts and site specific numerical analyses. A case study, file e3835324-80bb-15e8-e053-a505fe0a3de9
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3
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Analisi dei cedimenti indotti dallo scavo della Linea 5 della Metropolitana di Milano, file e3835324-8525-15e8-e053-a505fe0a3de9
|
3
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Twin tunnel excavation in coarse grained soils: Observations and numerical back-predictions under free field conditions and in presence of a surface structure, file e3835313-0f57-15e8-e053-a505fe0a3de9
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2
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3D numerical modelling of soil–structure interaction during EPB tunnelling, file e3835313-12f5-15e8-e053-a505fe0a3de9
|
2
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The behaviour of a normally loaded clayey soil and its simulation, file e3835313-66b3-15e8-e053-a505fe0a3de9
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2
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Previsione del comportamento ciclico di sabbie alle piccole, medie e grandi deformazioni mediante un modello bounding surface, file e3835317-3ad0-15e8-e053-a505fe0a3de9
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2
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A modified bounding surface plasticity model for sand, file e383531c-3800-15e8-e053-a505fe0a3de9
|
2
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A nonlinear hyperelastic anisotropic model for soils, file e3835320-8a79-15e8-e053-a505fe0a3de9
|
2
|
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Finite Element modelling of tunnelling-induced displacements on framed structures, file e3835323-833f-15e8-e053-a505fe0a3de9
|
2
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Jointed Masonry Model: A constitutive law for 3D soil-structure interaction analysis, file e3835323-9352-15e8-e053-a505fe0a3de9
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2
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The response of framed buildings on raft foundations to tunnelling. A centrifuge and numerical modelling study, file e3835323-9d06-15e8-e053-a505fe0a3de9
|
2
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A multi-directional numerical approach for the seismic ground response and dynamic soil-structure interaction analyses, file e3835323-9d07-15e8-e053-a505fe0a3de9
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2
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Formulazione e validazione di un nuovo modello costitutivo per rocce tenere, file e3835323-bdfd-15e8-e053-a505fe0a3de9
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2
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Analisi tridimensionale della risposta sismica locale in condizioni geomorfologiche e topografiche complesse, file e3835323-bdff-15e8-e053-a505fe0a3de9
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2
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Modelling of reinforced concrete framed structures interacting with a shallow tunnel, file e3835323-d178-15e8-e053-a505fe0a3de9
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2
|
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Coupled three-dimensional analysis of the progressive tunnelling-induced damage to masonry buildings: is it always worth it?, file e383532c-c491-15e8-e053-a505fe0a3de9
|
2
|
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A non-associated constitutive model with flexible surfaces for modelling the cohesive-frictional structure degradation of soft rocks and fine-grained soils, file 45dd4110-cd8c-416d-a86f-bae24f45acc6
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1
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A micro-inspired perspective on the constitutive modelling of clays, file aa5cad8f-35f8-426c-9d23-104d97d786b6
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1
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An experimental investigation into the mechanical behaviour of a structured stiff clay, file e3835311-5de3-15e8-e053-a505fe0a3de9
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1
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Small-strain stiffness of reconstituted clay compressed along constant triaxial effective stress ratio paths, file e3835312-d563-15e8-e053-a505fe0a3de9
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1
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Application of a new constitutive model to the analysis of plate load tests in a pyroclastic rock, file e3835313-13a9-15e8-e053-a505fe0a3de9
|
1
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TBM tunnelling-induced settlements in coarse-grained soils: The case of the new Milan underground line 5, file e3835313-2575-15e8-e053-a505fe0a3de9
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1
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A class C prediction of the settlements induced in a historical masonry structure by the excavation of shallow twin tunnels, file e3835313-2578-15e8-e053-a505fe0a3de9
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1
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Fully coupled dynamic analysis of an Earth dam, file e3835313-25eb-15e8-e053-a505fe0a3de9
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1
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Elasto-plastic analysis of block structures through a homogenization method, file e3835313-6525-15e8-e053-a505fe0a3de9
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1
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Implicit integration of a mixed isotropic-kinematic hardening plasticity model for structured clays, file e3835313-652b-15e8-e053-a505fe0a3de9
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1
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Elastic moduli of soils dependent on pressure: A hyperelastic formulation, file e3835313-652d-15e8-e053-a505fe0a3de9
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1
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Parametric study on seismic ground response by finite element modelling, file e3835313-66ca-15e8-e053-a505fe0a3de9
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1
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Coupling plasticity and energy-conserving elasticity models for clays, file e3835313-6ee2-15e8-e053-a505fe0a3de9
|
1
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A constitutive model for structured soils, file e3835313-7001-15e8-e053-a505fe0a3de9
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1
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Numerical modelling of the transverse dynamic behaviour of circular tunnels in clayey soils, file e3835313-72d4-15e8-e053-a505fe0a3de9
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1
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The soilmodels.info project, file e3835313-72d8-15e8-e053-a505fe0a3de9
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1
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Numerical prediction of the dynamic behavior of two earth dams in italy using a fully coupled nonlinear approach, file e3835313-8cf0-15e8-e053-a505fe0a3de9
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1
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An experimental investigation into the mechanical behaviour of a structured stiff clay, file e383531b-8b0c-15e8-e053-a505fe0a3de9
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1
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Single surface hardening plasticity model for soft clays. Mathematical formulation and implicit numerical integration, file e3835323-8f37-15e8-e053-a505fe0a3de9
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1
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Three-Dimensional numerical modelling of historical masonry stuctures affected by tunnelling-induced settlements, file e3835323-92aa-15e8-e053-a505fe0a3de9
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1
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Soil-structure interaction analysis of an ancient masonry wall affected by a deep excavation, file e3835323-9630-15e8-e053-a505fe0a3de9
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1
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Effetto temporaneo e permanente di un sisma sul rivestimento di una galleria, file e3835323-9cfb-15e8-e053-a505fe0a3de9
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1
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Utilizzo di un modello costitutivo elasto-plastico isteretico per l'analisi della risposta sismica locale, file e3835323-9cfd-15e8-e053-a505fe0a3de9
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1
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Seismic ground response analysis. Comparison between numerical simulations and observed array data, file e3835323-9cff-15e8-e053-a505fe0a3de9
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1
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Confronto tra microzonazione sismica di secondo e terzo livello. Il caso di Dovadola (Appennino Romagnolo), file e3835323-9d03-15e8-e053-a505fe0a3de9
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1
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Modellazione dei fenomeni di risposta sismica locale. Il caso di Lotung, file e3835323-9d05-15e8-e053-a505fe0a3de9
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1
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Settlement prediction of an historic masonry due to tunnel excavation taking into account soil-structure interaction, file e3835323-9d08-15e8-e053-a505fe0a3de9
|
1
|
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Transversal dynamic response of circular tunnels in clayey soils. The influence of different constitutive assumptions for soil and lining, file e3835323-9d09-15e8-e053-a505fe0a3de9
|
1
|
|
Dynamic soil-structure interaction. A three-dimensional numerical approach and its application to the Lotung case study, file e3835323-9f7d-15e8-e053-a505fe0a3de9
|
1
|
|
Site response analysis of an urban area. A multi-dimensional and non-linear approach, file e3835323-9f7f-15e8-e053-a505fe0a3de9
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1
|
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Three-dimensional numerical modelling of concrete framed structures affected by tunnelling-induced settlements, file e3835323-b818-15e8-e053-a505fe0a3de9
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1
|
|
Modellazione numerica della risposta di strutture intelaiate allo scavo di gallerie superficiali, file e3835323-bb48-15e8-e053-a505fe0a3de9
|
1
|
|
Interpretazione dei cedimenti indotti dallo scavo della nuova linea 5 della metropolitana di Milano, file e3835323-bb49-15e8-e053-a505fe0a3de9
|
1
|
|
Comparison of structural elements response in PLAXIS 3D and SAP2000, file e3835323-bc41-15e8-e053-a505fe0a3de9
|
1
|
|
Confronto tra schemi numerici avanzati e semplificati per l’analisi dell’interazione tra una galleria metropolitana e un edificio in cemento armato, file e3835323-bc47-15e8-e053-a505fe0a3de9
|
1
|
|
Modellazione degli effetti indotti dallo scavo di gallerie superficiali su strutture in muratura, file e3835323-bc4b-15e8-e053-a505fe0a3de9
|
1
|
|
A new versatile constitutive law for modelling the monotonic response of soft rocks and structured fine‐grained soils, file e3835323-bc4d-15e8-e053-a505fe0a3de9
|
1
|
|
Analysis of tunnel behaviour under seismic loads by means of simple and advanced numerical approaches, file e3835323-bdef-15e8-e053-a505fe0a3de9
|
1
|
|
Il ruolo del comportamento del terreno e del rivestimento nella risposta sismica di gallerie superficiali, file e3835323-bdf1-15e8-e053-a505fe0a3de9
|
1
|
|
Integrazione implicita di un modello costitutivo per terreni coesivi naturali, file e3835323-bdf3-15e8-e053-a505fe0a3de9
|
1
|
|
Sull'analisi della risposta sismica locale mediante codici di calcolo numerici, file e3835323-bdf4-15e8-e053-a505fe0a3de9
|
1
|
|
La realizzazione di una diga in terra su un deposito alluvionale recente. Previsione del comportamento dei terreni di fondazione secondo approcci analitici e numerici, file e3835323-bdf5-15e8-e053-a505fe0a3de9
|
1
|
|
Interazione dinamica terreno-struttura. Il caso di Lotung, file e3835323-bdf6-15e8-e053-a505fe0a3de9
|
1
|
|
Analisi critica di un modello costitutivo per la risposta ciclica dei terreni, file e3835323-bdf7-15e8-e053-a505fe0a3de9
|
1
|
|
Evaluation of seismic site effects by means of 1D, 2D and 3D Finite Element analyses. A case study, file e3835323-bdfa-15e8-e053-a505fe0a3de9
|
1
|
|
Modellazione della risposta sismica locale mediante analisi agli Elementi Finiti, file e3835323-bdfc-15e8-e053-a505fe0a3de9
|
1
|
|
Integrazione implicita di un modello elasto-plastico con incrudimento misto isotropo-cinematico, file e3835323-bdfe-15e8-e053-a505fe0a3de9
|
1
|
|
Analysis of tunnel behaviour under seismic loads using different numerical approaches, file e3835323-be00-15e8-e053-a505fe0a3de9
|
1
|
|
Modellazione numerica della risposta sismica locale. Il caso di Lotung, file e3835323-be02-15e8-e053-a505fe0a3de9
|
1
|
|
Analysis of tunnel behaviour under seismic loads. The role of soil constitutive assumptions, file e3835323-be03-15e8-e053-a505fe0a3de9
|
1
|
|
Microzonazione sismica di livello 3 di un comune della Daunia. Analisi preliminari, file e3835323-bf9b-15e8-e053-a505fe0a3de9
|
1
|
|
Advanced numerical approaches to the seismic soil and structural analyses, file e3835323-bf9f-15e8-e053-a505fe0a3de9
|
1
|
|
Effetti indotti dallo scavo della seconda galleria di una linea metropolitana. Confronto tra osservazioni sperimentali e simulazioni numeriche, file e3835323-bfa1-15e8-e053-a505fe0a3de9
|
1
|
|
Modellazione numerica del comportamento sismico trasversale di gallerie superficiali in terreni argillosi, file e3835323-bfa2-15e8-e053-a505fe0a3de9
|
1
|
|
Analisi dell’interazione tra lo scavo di una galleria metropolitana ed un edificio in cemento armato, file e3835323-bfa6-15e8-e053-a505fe0a3de9
|
1
|
| Totale |
1.680 |