| Nome |
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Progetto-verifica delle armature di confinamento negli elementi strutturali in c.a., file dd9e0b51-149d-1e84-e053-3a05fe0aa940
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109
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Valutazione della vulnerabilità sismica di edifici scolastici della provincia di Potenza, file dd9e0b51-1217-1e84-e053-3a05fe0aa940
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95
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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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Modellazione dell'aderenza nei meccanismi di risposta di nodi trave-pilastro in c.a. in presenza di armature lisce, file dd9e0b51-119e-1e84-e053-3a05fe0aa940
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46
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MCDM METHODS FOR THE IDENTIFICATION OF INTERVENTION STRATEGIES FOR SEISMIC RETROFITTING OF SCHOOL BUILDINGS, file dd9e0b51-1584-1e84-e053-3a05fe0aa940
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46
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R/C existing structures with smooth bars: experimental behaviour of beam-column joints subject to cyclic lateral loads, file dd9e0b50-7d31-1e84-e053-3a05fe0aa940
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33
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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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Selection of optimal seismic retrofitting strategy for existing RC building, file dd9e0b51-13b7-1e84-e053-3a05fe0aa940
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28
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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 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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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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Meccanismi di risposta di nodi trave-pilastro in c.a. di strutture non antisismiche, file dd9e0b51-13b0-1e84-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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AN INNOVATIVE METHODOLOGY FOR THE SEISMIC RISK MITIGATION ON LARGE TERRITORIAL SCALE, file dd9e0b51-1b03-1e84-e053-3a05fe0aa940
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14
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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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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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Seismic assessment of masonry churches in Matera landscape, file dd9e0b51-1299-1e84-e053-3a05fe0aa940
|
11
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Valutazione della Deformazione Ultima del Calcestruzzo in Funzione delle Caratteristiche Geometriche e Meccaniche delle Armature di Confinamento, file dd9e0b51-13b2-1e84-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
|
11
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The OpenSees BGL model for non-linear analyses of confined concrete elements, file dd9e0b50-896d-1e84-e053-3a05fe0aa940
|
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
|
10
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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
|
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
|
9
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EVALUATION OF THE WEATHERING OF STONE MASONRY DUE TO FREEZE-THAW CYCLES, file dd9e0b51-305d-1e84-e053-3a05fe0aa940
|
8
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Progetto architettonico per la riconversione del corpo D del complesso denominato "Circo" della S.S.I.S. dell'Università degli Studi della Basilicata_Polo di Matera, file dd9e0b50-839a-1e84-e053-3a05fe0aa940
|
7
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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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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
|
5
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Seismic vulnerability of old Italian fortifications, file dd9e0b51-129b-1e84-e053-3a05fe0aa940
|
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
|
5
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Simplified formulations for estimating the main frequencies of ancient masonry churches, file dd9e0b51-532d-1e84-e053-3a05fe0aa940
|
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
|
4
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La modellazione delle strutture isolate in presenza di sistemi di isolamento nonlineare e l’analisi dinamica non lineare semplificata secondo l’OPCM 3274/3431 (punto 10.7.6), file dd9e0b50-7e54-1e84-e053-3a05fe0aa940
|
3
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"A Development Cooperation Erasmus Mundus Partnership for Capacity Building in Earthquake Mitigation Science and Higher Education", file dd9e0b50-8966-1e84-e053-3a05fe0aa940
|
3
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EU-NICE, Eurasian University Network for International Cooperation in Earthquakes – A Development Cooperation Erasmus Mundus Partnership for Capacity Building in Earthquake Mitigation Science and Higher Education, file dd9e0b50-8969-1e84-e053-3a05fe0aa940
|
3
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|
A numerical general-purpose confinement model for non-linear analysis of R/C members, file dd9e0b51-1032-1e84-e053-3a05fe0aa940
|
3
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Seismic performance evaluation of multi-span existing masonry arch bridge, file dd9e0b51-11db-1e84-e053-3a05fe0aa940
|
3
|
|
Analytical stress-strain relationship for concrete confined by steel stirrups and/or frp jackets, file dd9e0b50-7bfc-1e84-e053-3a05fe0aa940
|
1
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Field testing of low-rise base isolated building, file dd9e0b50-7d28-1e84-e053-3a05fe0aa940
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1
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Nonlinear Dynamic Response of HDRB and Hybrid HDRB-Friction Sliders Base Isolation Systems, file dd9e0b50-828b-1e84-e053-3a05fe0aa940
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1
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Progetto di recupero di diverse unità abitative in Recinto San Nicola a Matera, file dd9e0b50-839b-1e84-e053-3a05fe0aa940
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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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Spatial analysis and ranking for retrofitting of the school network in lima, Peru, file dd9e0b51-177c-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
|
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
|
1
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Modeling of gravity-designed RC sub-assemblages subjected to lateral loads, file dd9e0b51-6e2b-1e84-e053-3a05fe0aa940
|
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
|
1
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| Totale |
1.016 |