| Nome |
# |
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A non-linear static approach for the prediction of earthquake-induced deformation of geotechnical systems, file e3835328-1a12-15e8-e053-a505fe0a3de9
|
181
|
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Effect of consolidation on the behaviour of excavations in fine-grained soils, file e3835316-1529-15e8-e053-a505fe0a3de9
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116
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Numerical evaluation of the modal characteristics of a bridge abutment, file e3835325-cc87-15e8-e053-a505fe0a3de9
|
103
|
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Predicting the Dynamic Response of Friction Dissipative Foundations Using a Modified Newmark Model, file e3835316-152a-15e8-e053-a505fe0a3de9
|
101
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On the seismic performance of straight integral abutment bridges: From advanced numerical modelling to a practice‐oriented analysis method, file 10ecc97b-c460-4cfb-b291-533a4808e7dc
|
48
|
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Stati limite ultimi per spalle da ponte, file e383531d-ed81-15e8-e053-a505fe0a3de9
|
41
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null, file 3ed04003-2ef6-46d4-adbe-bc1cf0931320
|
36
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Some aspects of the seismic behaviour of a large homogeneous earth dam, file e3835328-4a6b-15e8-e053-a505fe0a3de9
|
34
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Dissipative behaviour of reinforced-earth retaining structures under severe ground motion, file e3835314-adbb-15e8-e053-a505fe0a3de9
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24
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A multiaxial inertial macroelement for bridge abutments, file 5ce3ab58-d876-46dc-a804-8dfa77c4df69
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23
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Studio dell'interazione dinamica terreno-spalla-sovrastruttura per una spalla da ponte, file e383531d-d48c-15e8-e053-a505fe0a3de9
|
19
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Validazione e utilizzo di un macro-elemento termodinamico multi-assiale per spalle da ponte, file 7714fdea-aea1-4d91-a594-2ecae8f96a45
|
14
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An inertial macro-element of abutments for nonlinear analysis of bridges, file ae440b16-65be-44b7-b001-a9c9dcad2955
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13
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An interpretation of jet grouting effects on the retaining structures of a deep excavation and on adjacent buildings, file e3835311-e1bf-15e8-e053-a505fe0a3de9
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13
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Evaluating the effects of tunnelling on historical buildings: the example of a new subway in Rome, file e3835312-0bcd-15e8-e053-a505fe0a3de9
|
4
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An interpretation of the seismic behaviour of reinforced-earth retaining structures, file e3835312-4622-15e8-e053-a505fe0a3de9
|
4
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Seismic behaviour of large earth dams: from site investigations to numerical modelling, file e3835314-a204-15e8-e053-a505fe0a3de9
|
4
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Seismic behaviour of a suspension bridge with dissipative foundations, file e3835325-8f67-15e8-e053-a505fe0a3de9
|
4
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Un metodo semplificato per la valutazione del comportamento sismico di una galleria circolare, file dc5afcb9-e10e-4ca9-a2ad-60a46965a5db
|
3
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Effetti dell'esecuzione del jet-grouting sulle strutture di sostegno di uno scavo profondo e sugli edifici adiacenti, file e3835311-e1aa-15e8-e053-a505fe0a3de9
|
3
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Dynamic response of a pile embedded into a layered soil, file e3835314-a59c-15e8-e053-a505fe0a3de9
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3
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Soil-structure interaction due to tunnelling in soft ground, an equivalent solid approach, file e3835315-d2c2-15e8-e053-a505fe0a3de9
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3
|
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Study of the dynamic soil-abutment-superstructure interaction for a bridge abutment, file e3835318-a845-15e8-e053-a505fe0a3de9
|
3
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A coupled study of soil-abutment-superstructure interaction, file e3835322-d03f-15e8-e053-a505fe0a3de9
|
3
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Seismic reliability of Italian code‐conforming bridges, file 779fe529-5414-4200-abef-b240b55278ea
|
2
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null, file e3835312-4ba1-15e8-e053-a505fe0a3de9
|
2
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Evaluating the effects of tunnelling on historical buildings: The example of a new subway in Rome, file e3835312-d7e9-15e8-e053-a505fe0a3de9
|
2
|
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Progettazione sismica prestazionale di spalle da ponte con fondazioni profonde, file e3835312-d906-15e8-e053-a505fe0a3de9
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2
|
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Interpretation and back-analysis of the damage observed in a deep tunnel after the 2016 Norcia earthquake in Italy, file e3835320-fd78-15e8-e053-a505fe0a3de9
|
2
|
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Seismic performance and design approach for friction dissipative foundations, file e3835321-99d6-15e8-e053-a505fe0a3de9
|
2
|
|
An interpretation of the seismic behaviour of reinforced-earth retaining structures, file e3835323-2357-15e8-e053-a505fe0a3de9
|
2
|
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A macro-element approach to analyse bridge abutments accounting for the dynamic behaviour of the superstructure, file e3835324-9e14-15e8-e053-a505fe0a3de9
|
2
|
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A Class of Thermodynamic Inertial Macroelements for Soil-Structure Interaction, file edc98a12-daeb-42c2-b278-68910c1d3c5a
|
2
|
|
Modelling Nonlinear Static Analysis for Soil-Structure Interaction Problems, file 148c33a1-b31b-4a17-a8d4-385feb2fe566
|
1
|
|
From “De la pression des terres et des revêtements” to the seismic analysis of retaining structures, file 1a84c9b5-1620-4496-9c2c-b373a37153f5
|
1
|
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Thermodynamic-Based Macroelement Approach for Dynamic Analysis of Soil-Structure Systems, file 524cc76b-76cd-481c-af29-f12aed6e35bf
|
1
|
|
A multiaxial inertial macroelement for deep foundations, file bd4415a2-2b1a-46f6-b815-69e5836c8d29
|
1
|
|
An interpretation of structural degradation for three natural clays, file e3835311-e3b4-15e8-e053-a505fe0a3de9
|
1
|
|
Capacity design of embedded retaining structures, file e3835312-2940-15e8-e053-a505fe0a3de9
|
1
|
|
Soil structure interaction for the seismic design of the Messina Strait bridge, file e3835312-2f60-15e8-e053-a505fe0a3de9
|
1
|
|
Design of deep excavations in fine-grained soils accounting for changes in pore water pressures, file e3835312-3621-15e8-e053-a505fe0a3de9
|
1
|
|
null, file e3835312-4ba2-15e8-e053-a505fe0a3de9
|
1
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Intrinsic seismic protection of cantilevered and anchored retaining structures, file e3835312-ae33-15e8-e053-a505fe0a3de9
|
1
|
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interazione dinamica terreno-struttura per le fondazioni di un ponte di grande luce, file e3835312-b887-15e8-e053-a505fe0a3de9
|
1
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Meccanismi dissipativi nelle opere in terra rinforzata, file e3835312-d817-15e8-e053-a505fe0a3de9
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1
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Characterisation and engineering properties of a stiff clay deposits, file e3835312-d835-15e8-e053-a505fe0a3de9
|
1
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Spinta delle terre sulle strutture di sostegno, file e3835312-d850-15e8-e053-a505fe0a3de9
|
1
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Evaluation of Slope Performance under Earthquake Loading Conditions, file e3835312-db26-15e8-e053-a505fe0a3de9
|
1
|
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Comportamento sismico di opere in terra rinforzata, file e3835312-dd32-15e8-e053-a505fe0a3de9
|
1
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Evaluating the effects of tunnel construction on monuments: The example of the Basilica di Massenzio in Rome, file e3835312-e17f-15e8-e053-a505fe0a3de9
|
1
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The crossing of the historical centre of Rome by the new underground Line C: A study of soil-structure interaction for historical building, file e3835313-6c46-15e8-e053-a505fe0a3de9
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1
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Dynamic soil-structure interaction for a long-span suspension bridge with dissipative foundations, file e3835316-308f-15e8-e053-a505fe0a3de9
|
1
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Capacity design in geotechnical engineering, file e3835318-8d4f-15e8-e053-a505fe0a3de9
|
1
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null, file e3835318-ae25-15e8-e053-a505fe0a3de9
|
1
|
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Development of equivalent structural models for the coupled analysis of the dynamic soil-structure interaction, file e383531d-ed85-15e8-e053-a505fe0a3de9
|
1
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An interpretation of the behaviour of a deep excavation in Shanghai based on numerical analysis, file e383531e-46b2-15e8-e053-a505fe0a3de9
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1
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Ultimate design capacity of bridge abutments, file e3835323-891b-15e8-e053-a505fe0a3de9
|
1
|
|
Delayed response of excavations in structured clays, file e3835323-d2ce-15e8-e053-a505fe0a3de9
|
1
|
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Ultimate limit states of bridge abutments, file e3835325-a80e-15e8-e053-a505fe0a3de9
|
1
|
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null, file e383532d-f65a-15e8-e053-a505fe0a3de9
|
1
|
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null, file e383532e-1771-15e8-e053-a505fe0a3de9
|
1
|
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Dominant responses of bridge abutments, file e383532e-8b3a-15e8-e053-a505fe0a3de9
|
1
|
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Generalised ultimate loads for pile groups, file e383532e-be00-15e8-e053-a505fe0a3de9
|
1
|
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An inertial macroelement for bridge abutments, file e383532e-c096-15e8-e053-a505fe0a3de9
|
1
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| Totale |
849 |