Nome |
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Seismic vulnerability assessment of clustered historical centers: fragility curves based on local collapse mechanisms analyses, file e14fb269-5d30-3de1-e053-1705fe0ac030
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263
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Seismic vulnerability maps of Timisoara historical center based on fragility curves, file e14fb269-5d31-3de1-e053-1705fe0ac030
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195
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Seismic vulnerability assessment on a territorial scale based on a Bayesian approach, file e14fb269-5e05-3de1-e053-1705fe0ac030
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191
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Danneggiamento e recupero degli edifici storici: l’esperienza dell’Aquila, file e14fb26a-77f2-3de1-e053-1705fe0ac030
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172
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The application of a Bayesian approach to assess the seismic vulnerability of historical centers, file e14fb269-5ba7-3de1-e053-1705fe0ac030
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148
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Operational modal analysis for the characterization of ancient water towers in Pompeii, file e14fb26a-8c3d-3de1-e053-1705fe0ac030
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147
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Valutazione della vulnerabilità sismica locale di edifici esistenti in muratura attraverso analisi cinematica dei meccanismi di collasso e curve di fragilità, file e14fb267-e637-3de1-e053-1705fe0ac030
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139
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Pompéi. Villa de Diomède. Campagne d’étude 2015, file e14fb26a-7617-3de1-e053-1705fe0ac030
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139
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Efficiency of alternative intensity measures for the seismic assessment of monolithic free-standing columns, file e14fb269-25e1-3de1-e053-1705fe0ac030
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138
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Calibration of the dynamic behaviour of incomplete structures in archeological sites: The case of Villa Diomede portico in Pompeii, file e14fb26a-8c3b-3de1-e053-1705fe0ac030
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134
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Knowledge-based data warehouse of interventions for the protection of masonry historical heritage, file e14fb268-b03f-3de1-e053-1705fe0ac030
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23
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Uncertainty quantification in structural health monitoring: applications on cultural heritage buildings, file e14fb268-b515-3de1-e053-1705fe0ac030
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18
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Seismic vulnerability of bridges in transport networks subjected to environmental deterioration, file e14fb267-aa1a-3de1-e053-1705fe0ac030
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14
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Structural Analysis of the Cantilever Construction Process in Cable-Stayed Bridges, file e14fb267-a93d-3de1-e053-1705fe0ac030
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13
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Operating conditions of an ancient Roman bridge: inspections and vibration analysis, file e14fb268-b043-3de1-e053-1705fe0ac030
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10
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An integrated procedure for management of bridge networks in seismic areas, file e14fb267-a83b-3de1-e053-1705fe0ac030
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9
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Monitoring of orthotropic steel decks for experimental evaluation of residual fatigue life, file e14fb26a-b95b-3de1-e053-1705fe0ac030
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8
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Aggiornamento della vulnerabilità sismica del centro storico di Campi Alto di Norcia (PG), file e14fb267-c631-3de1-e053-1705fe0ac030
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6
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The structural issue of the reconstruction plan of Castelvecchio Calvisio historical centre, file e14fb267-b01c-3de1-e053-1705fe0ac030
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5
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Reinforced concrete and masonry arch bridges in seismic areas: typical deficiencies and retrofitting strategies, file e14fb267-ad4f-3de1-e053-1705fe0ac030
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4
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Structural health monitoring of historical buildings in Italy: applications and uncertainty overview, file e14fb268-b510-3de1-e053-1705fe0ac030
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3
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Seismic vulnerability assessment of corner buildings in the historical centre of Timisoara, file e14fb268-b807-3de1-e053-1705fe0ac030
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3
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Effectiveness of plasters and textile reinforced mortars for strengthening clay masonry infill walls subjected to combined in-plane/out-of-plane actions, file e14fb268-bd03-3de1-e053-1705fe0ac030
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3
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La gestione delle verifiche post-sisma per le infrastrutture ferroviarie, file e14fb268-c03a-3de1-e053-1705fe0ac030
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3
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Rehabilitation of reinforced concrete axially loaded elements with polymer-modified cementicious mortar, file e14fb267-97f4-3de1-e053-1705fe0ac030
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2
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Planning and management of actions on transportation system to address extraordinary events in post-emergency situations. A multidisciplinary approach, file e14fb267-9b75-3de1-e053-1705fe0ac030
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2
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Fatigue Behaviour of Steel Bridge Joints Strenghtened with FRP Laminates, file e14fb267-a93b-3de1-e053-1705fe0ac030
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2
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Structural behaviour of multi-storey buildings subjected to internal explosion, file e14fb268-c6f2-3de1-e053-1705fe0ac030
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2
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Numerical analysis of the in-plane behaviour of three-leaf stone masonry panels consolidated with grout injection, file e14fb269-19da-3de1-e053-1705fe0ac030
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2
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Interaction between building collapse and road serviceability during seismic emergency operations in urban centers, file e14fb26a-9104-3de1-e053-1705fe0ac030
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2
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A Bayesian approach to rapid seismic vulnerability assessment at urban scale, file e14fb26a-e790-3de1-e053-1705fe0ac030
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2
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Post-earthquake controls and damage detection through structural health monitoring: applications in l’Aquila, file e14fb26a-e794-3de1-e053-1705fe0ac030
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2
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Behavior and modeling of strengthened three-leaf stone masonry walls, file e14fb267-87a3-3de1-e053-1705fe0ac030
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1
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Estimation of load reduction factors for clay masonry walls, file e14fb267-8a91-3de1-e053-1705fe0ac030
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1
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In-plane cyclic behaviour of a new reinforced masonry system: experimental results, file e14fb267-9a57-3de1-e053-1705fe0ac030
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1
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In-situ investigations for the seismic assessment of existing bridges, file e14fb267-ad53-3de1-e053-1705fe0ac030
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1
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Fatigue cracks in orthotropic plates - A case study, file e14fb267-b838-3de1-e053-1705fe0ac030
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1
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Analisi di vulnerabilità sismica e interventi di miglioramento strutturale di un aggregato nel centro storico de L’Aquila, file e14fb267-bcc1-3de1-e053-1705fe0ac030
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1
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Valutazione della vulnerabilità sismica di edifici in aggregato, file e14fb267-c317-3de1-e053-1705fe0ac030
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1
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Reconstruction Plans of the Municipalities of the Barony of Carapelle in the province of L’Aquila (Italy), file e14fb267-c318-3de1-e053-1705fe0ac030
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1
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A probabilistic strategy for seismic assessment and FRP retrofitting of existing bridges, file e14fb268-1d23-3de1-e053-1705fe0ac030
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1
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Contribution of in situ and laboratory investigations for assessing seismic vulnerability of existing bridges, file e14fb268-2574-3de1-e053-1705fe0ac030
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1
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Innovative Systems for Masonry Infill Walls Based on the Use of Rubber Joints: Combined in-Plane / Out-of-Plane Tests, file e14fb268-af50-3de1-e053-1705fe0ac030
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1
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The INSYSME project: Innovative construction systems for earthquake resistant masonry infill walls, file e14fb268-b285-3de1-e053-1705fe0ac030
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1
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Simplified seismic assessment of multi-span masonry arch bridges, file e14fb268-b50b-3de1-e053-1705fe0ac030
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1
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Simplified seismic assessment of railway masonry arch bridges by limit analysis, file e14fb268-b804-3de1-e053-1705fe0ac030
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1
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Seismic vulnerability assessment of existing masonry buildings by nonlinear static analyses and fragility curves, file e14fb268-b992-3de1-e053-1705fe0ac030
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1
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Comparison of seismic analysis methods applied to a historical church struck by 2009 L’Aquila earthquake, file e14fb268-bcff-3de1-e053-1705fe0ac030
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1
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Innovative systems for masonry infill walls based on the use of rubber joints: Finite element modelling and comparison with in-plane tests, file e14fb268-bd04-3de1-e053-1705fe0ac030
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1
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Limit analysis of transverse seismic capacity of multi-span masonry arch bridges, file e14fb269-25dd-3de1-e053-1705fe0ac030
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1
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Structural health monitoring: a tool for managing risks in sub-standard conditions, file e14fb269-2cde-3de1-e053-1705fe0ac030
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1
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Seismic Vulnerability Assessment Form for Free-Standing Columns Based on a Simplified Numerical Analysis, file e14fb269-31cd-3de1-e053-1705fe0ac030
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1
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In-Situ Destructive Testing of Ancient Strengthened Masonry Vaults, file e14fb26a-ba85-3de1-e053-1705fe0ac030
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1
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Application of an in-plane/out-of-plane interaction model for URM infill walls to dynamic seismic analysis of RC frame buildings, file e14fb26b-05e8-3de1-e053-1705fe0ac030
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1
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Axial Force Estimation in Historical Metal Tie-Rods: Methods, Influencing Parameters, and Laboratory Tests, file e14fb26b-c967-3de1-e053-1705fe0ac030
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1
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Comparing expeditious procedures for the seismic vulnerability assessment on the European territorial context: reliability, feasibility, cost and time consumption, file e14fb26b-d898-3de1-e053-1705fe0ac030
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1
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Ambient and free-vibration tests to improve the quantification and estimation of modal parameters in existing bridges, file e14fb26c-dd7a-3de1-e053-1705fe0ac030
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1
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Totale |
1.829 |