| Nome |
# |
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Seismic isolation for protecting historical buildings: A case study, file dd9e0b51-4efe-1e84-e053-3a05fe0aa940
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78
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Inspección y diagnóstico de la Catedral de Potosí, Bolivia, file dd9e0b51-37a9-1e84-e053-3a05fe0aa940
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59
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Non-linear analyses of reinforced concrete elements with pronounced slips of longitudinal bars, file dd9e0b50-896c-1e84-e053-3a05fe0aa940
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54
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Seismic Vulnerability and Risk Assessment of Historic Constructions: The Case of Masonry and Adobe Churches in Italy and Chile, file dd9e0b51-37a7-1e84-e053-3a05fe0aa940
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49
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Seismic Assessment of the Matera Cathedral, file dd9e0b51-3059-1e84-e053-3a05fe0aa940
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40
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Ancient masonry cathedrals in Matera landscape: seismic assessment and risk mitigation, file dd9e0b51-1afe-1e84-e053-3a05fe0aa940
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30
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“Knowledge and qualification of three ancient masonry churches in Pomarico (Italy)”, file dd9e0b51-8a5f-1e84-e053-3a05fe0aa940
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28
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Seismic retrofit of an existing RC building with isolation devices applied at base, file dd9e0b51-6df4-1e84-e053-3a05fe0aa940
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26
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Seismic risk assessment of historic constructions: comparative analysis of masonry and adobe churches in Italy and Chile, file dd9e0b51-305b-1e84-e053-3a05fe0aa940
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24
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An analytical formulation of stress-block parameters for confined concrete, file dd9e0b50-7d30-1e84-e053-3a05fe0aa940
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23
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Seismic analysis methods of ancient masonry churches in Matera, file dd9e0b51-12a0-1e84-e053-3a05fe0aa940
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22
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Comparisons of Codal Detailing Rules for Curvature Ductility and Numerical Investigations, file dd9e0b50-77f0-1e84-e053-3a05fe0aa940
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21
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Technical and technological qualification of ancient buildings. The case of churches in " Sassi di Matera ", file dd9e0b51-1581-1e84-e053-3a05fe0aa940
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21
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SEISMIC RISK OF THE BASILICATA CASTLES, file dd9e0b51-31bd-1e84-e053-3a05fe0aa940
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19
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Non-invasive Methods for Energy and Seismic Retrofit in Historical Building in Italy, file dd9e0b51-4bde-1e84-e053-3a05fe0aa940
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19
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Valutazione analitica degli effetti del confinamento sulla capacità di pilastri e travi in c.a. di strutture esistenti e di nuova progettazione, file dd9e0b50-7e52-1e84-e053-3a05fe0aa940
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17
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Critical regions of RC primary elements detailed in according to provisions rules for curvature ductility: comparisons and numerical analyses, file dd9e0b50-8adf-1e84-e053-3a05fe0aa940
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17
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Seismic performance evaluation of a multi-span existing masonry arch bridge, file dd9e0b51-268c-1e84-e053-3a05fe0aa940
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17
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L’identificazione per il recupero del patrimonio storico. Il caso studio delle chiese dei “Sassi di Matera", file dd9e0b51-325f-1e84-e053-3a05fe0aa940
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16
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Modelling with fibre beam elements for load capacity assessment of existing masonry arch bridges, file dd9e0b51-1c38-1e84-e053-3a05fe0aa940
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14
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A comparative study between the Italian and Mexican Design Code for seismic assessment of old RC buildings, file dd9e0b51-1d12-1e84-e053-3a05fe0aa940
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14
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Knowledge to recover the built heritage: case study of "San Rocco" church in Matera, Italy”, file dd9e0b51-57b7-1e84-e053-3a05fe0aa940
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14
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Mechanical and physical characterization of papercrete as new eco-friendly construction material, file dd9e0b51-6e22-1e84-e053-3a05fe0aa940
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14
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A study of local collapse mechanisms of an ancient church in Matera, file dd9e0b51-1295-1e84-e053-3a05fe0aa940
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13
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ELARCH Project: the use of innovative product based on nanotechnologies for the protection of architectural heritage, file dd9e0b50-f699-1e84-e053-3a05fe0aa940
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12
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A simplified procedure for risk assessment of cultural heritage: definition and application to case studies, file dd9e0b51-1afd-1e84-e053-3a05fe0aa940
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12
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Comparative seismic assessment of ancient masonry churches, file dd9e0b51-4efd-1e84-e053-3a05fe0aa940
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12
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Seismic assessment of masonry churches in Matera landscape, file dd9e0b51-1299-1e84-e053-3a05fe0aa940
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11
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Fatigue behaviour and residual service life of existing masonry arch bridges, file dd9e0b51-1958-1e84-e053-3a05fe0aa940
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11
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Fatigue assessment and deterioration effects on masonry elements: A review of numerical models and their application to a case study, file dd9e0b51-532f-1e84-e053-3a05fe0aa940
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11
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The OpenSees BGL model for non-linear analyses of confined concrete elements, file dd9e0b50-896d-1e84-e053-3a05fe0aa940
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10
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Fatigue assessment of old existing masonry arch bridges: critical review of research and application to a case study, file dd9e0b51-1cdb-1e84-e053-3a05fe0aa940
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10
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LA RECALIFICACIÓN ARQUITECTÓNICO-AMBIENTAL DEL CENTRO HISTÓRICO: RECUPERACIÓN Y RESIGNIFICACIÓN DE LOS "SASSI DE MATERA", file 19f3c185-8306-484e-955d-69f924fab453
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9
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Indagini distruttive e non distruttive su edifici in c.a. esistenti secondo l’OPCM 3274/3431: evidenze sperimentali e significatività dei risultati, file dd9e0b50-7e53-1e84-e053-3a05fe0aa940
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9
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Extension to rectangular section of an analytical model for concrete confined by steel stirrups and/or FRP jackets, file dd9e0b51-6d04-1e84-e053-3a05fe0aa940
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9
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EVALUATION OF THE WEATHERING OF STONE MASONRY DUE TO FREEZE-THAW CYCLES, file dd9e0b51-305d-1e84-e053-3a05fe0aa940
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8
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Editorial: Seismic Analysis and Retrofitting of Historical Buildings, file dd9e0b51-7275-1e84-e053-3a05fe0aa940
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8
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La recalificación arquitectónico-ambiental del centro histórico: Recuperación y resignificación de los “Sassi de Matera”
The Architectonic-Environmental Requalification of the Historical Centre: Recovery and Resignification of the “Sassi of Matera”, file 5afcb52e-38e9-44ec-b803-21cdd28b0a67
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6
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ELARCH Project: Prioritization of threats of cultural heritage for the development of a hazard map. The case study of Aragon’s Castle, Venosa (Italy)., file dd9e0b51-1038-1e84-e053-3a05fe0aa940
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6
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Large-scale seismic vulnerability and risk of masonry churches in seismic-prone areas: Two territorial case studies, file dd9e0b51-5335-1e84-e053-3a05fe0aa940
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6
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VALUTAZIONE DELLA CAPACITA' PER IL MIGLIORAMENTO E L'ADEGUAMENTO DI EDIFICI ESISTENTI IN C.A, file dd9e0b50-8294-1e84-e053-3a05fe0aa940
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5
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Modeling of longitudinal passing bars within the joint panel in poor anchorage condition, file dd9e0b50-8ae0-1e84-e053-3a05fe0aa940
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5
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Seismic vulnerability of old Italian fortifications, file dd9e0b51-129b-1e84-e053-3a05fe0aa940
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5
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O Projeto ELARCH: interdisciplinaridade e estudos experimentais na área de Herança Cultural
(ELARCH Project: interdisciplinarity and experimental studies in the field of cultural heritage), file dd9e0b51-1459-1e84-e053-3a05fe0aa940
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5
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Simplified formulations for estimating the main frequencies of ancient masonry churches, file dd9e0b51-532d-1e84-e053-3a05fe0aa940
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5
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LA CARATTERIZZAZIONE TECNOLOGICA PER LA MITIGAZIONE DEL RISCHIO SISMICO. IL CASO STUDIO DELLE CHIESE DEI " SASSI DI MATERA " . TECHNOLOGICAL CHARACTERIZATION FOR THE MITIGATION OF SEISMIC RISK. THE CASE STUDY OF CHURCHES OF " SASSI DI MATERA ", file dd9e0b51-1aff-1e84-e053-3a05fe0aa940
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4
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A numerical general-purpose confinement model for non-linear analysis of R/C members, file dd9e0b51-1032-1e84-e053-3a05fe0aa940
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3
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Seismic performance evaluation of multi-span existing masonry arch bridge, file dd9e0b51-11db-1e84-e053-3a05fe0aa940
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3
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INFLUENCE OF BOND-SLIP ON NUMERICAL FRAGILITY CURVES AND STRUCTURAL RELIABILITY OF RC STRUCTURAL INTERNAL BEAM-COLUMN SUB-ASSEMBLY, file c77e21ea-88c7-4433-b6fb-7fdac0fe0b77
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1
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Stress-Life Curves Method for Fatigue Assessment of Ancient Brick Arch Bridges, file dd9e0b51-124f-1e84-e053-3a05fe0aa940
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1
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A simplified procedure for risk assessment of cultural heritage: definition and application to religious architecture, file dd9e0b51-1b01-1e84-e053-3a05fe0aa940
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1
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Seismic assessment of old existing masonry arch bridges: an application to a case study, file dd9e0b51-1cda-1e84-e053-3a05fe0aa940
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1
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Modeling of gravity-designed RC sub-assemblages subjected to lateral loads, file dd9e0b51-6e2b-1e84-e053-3a05fe0aa940
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1
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Validation of a Modified Steel Bar Model Incorporating Bond-Slip for Seismic Assessment of Concrete Structures, file dd9e0b51-6e36-1e84-e053-3a05fe0aa940
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1
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| Totale |
840 |