| Nome |
# |
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Wood-based solutions to improve quality and safety against seismic events in conservation of historical buildings, file e1dcb32f-8c8e-7715-e053-1705fe0a6cc9
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115
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Evaluation of force fluctuations induced by vertical seismic component on reinforced concrete precast structures, file e1dcb332-56a8-7715-e053-1705fe0a6cc9
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103
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Empirical seismic fragility for the precast RC industrial buildings damaged by the 2012 Emilia (Italy) earthquakes, file e1dcb339-c366-7715-e053-1705fe0a6cc9
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89
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Damage and collapses in industrial precast buildings after the 2012 Emilia earthquake, file e1dcb339-8155-7715-e053-1705fe0a6cc9
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87
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Seismic Performance Assessment of a Multistorey Building Designed with an Alternative Capacity Design Approach, file e1dcb337-cfdd-7715-e053-1705fe0a6cc9
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56
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On the use of mode shape curvatures for damage localization under varying environmental conditions, file e1dcb332-0a38-7715-e053-1705fe0a6cc9
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53
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Effects of Thermal Variations on the Tensile Behavior of FRCM Strengthening Systems, file 2265a03a-8b88-421c-8e41-6af7e1e65c9c
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52
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Numerical assessment of an innovative rc-framed skin for seismic retrofit intervention on existing buildings, file e1dcb339-737f-7715-e053-1705fe0a6cc9
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48
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Infill Modelling Influence on Dynamic Identification and Model Updating of Reinforced Concrete Framed Buildings, file e1dcb336-3963-7715-e053-1705fe0a6cc9
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46
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Coupling response surface and differential evolution for parameter identification problems, file e1dcb339-b268-7715-e053-1705fe0a6cc9
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41
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Structural Characterization of an Historical Building by Means of Experimental Tests on Full-Scale Element, file e1dcb337-cc20-7715-e053-1705fe0a6cc9
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38
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PRESSAFE-disp: a method for the fast in-plane seismic assessment of existing precast RC buildings after the Emilia earthquake of May 2012, file e1dcb339-2bb7-7715-e053-1705fe0a6cc9
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34
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Large-scale seismic damage scenario assessment of precast buildings after the May 2012 Emilia earthquake, file 111f0a45-0ba1-4826-8508-d80f8990023b
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22
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Multidisciplinary Performance Assessment of an Eco-Sustainable RC-Framed Skin for the Integrated Upgrading of Existing Buildings, file e1dcb337-bbdb-7715-e053-1705fe0a6cc9
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22
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Numerical Interpretation of Structural Behavior of Stone Arches of Historical Storehouses Building, file e1dcb332-6440-7715-e053-1705fe0a6cc9
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8
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Damage and collapses in industrial precast buildings after the 2012 Emilia earthquake, file e1dcb32f-3b05-7715-e053-1705fe0a6cc9
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6
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Iterative hierarchical clustering algorithm for automated operational modal analysis, file 7bd75317-48ff-4471-b3ed-a597f46bc9a3
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4
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Evaluation of seismic response of buildings using Dynamic Analysis on stick models, file e1dcb32d-db1c-7715-e053-1705fe0a6cc9
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4
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Vulnerability curves for precast RC industrial buildings stricken by the 2012 Emilia (Italy) earthquakes, file e1dcb32d-e697-7715-e053-1705fe0a6cc9
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4
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Observational loss database of typological precast RC buildings damaged after the 2012 Emilia Earthquake, file c9185bc7-3f1b-4b9e-bd37-05d1f0c8dc93
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3
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UN PRIMO INVENTARIO
DEI DANNI IN EDIFICI
PREFABBRICATI A SEGUITO
DEL SISMA DELL’EMILIA
DEL 2012, file e1dcb32c-7786-7715-e053-1705fe0a6cc9
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3
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Lattice discrete particle modeling of fiber reinforced concrete: Experiments and simulations, file e1dcb32e-09fa-7715-e053-1705fe0a6cc9
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3
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Axial – Shear interaction on CLT hold-down connections – Experimental investigation, file e1dcb332-23d1-7715-e053-1705fe0a6cc9
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3
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A simplified framework for the loss assessment of alternative seismic retrofit options of reinforced-concrete buildings, file 317a4c1f-d181-4492-a9cb-1695ad08c6a5
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2
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Seismic risk assessment of a new RC-framed skin technology for integrated retrofitting interventions on existing buildings, file c0725283-95f0-4120-be4b-e461a9aba850
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2
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INTERVENTI DI
MIGLIORAMENTO SISMICO SU
DUE EDIFICI PREFABBRICATI IN
C.A. IN EMILIA, file e1dcb32c-6a3c-7715-e053-1705fe0a6cc9
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2
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Structural behaviour of historical stone arches and vaults: experimental tests and numerical analyses, file e1dcb32c-fa33-7715-e053-1705fe0a6cc9
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2
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Mechanical and mineralogical characterization of mortar in masonry buildings damaged by the 20-29th May earthquake in Emilia, file e1dcb32d-3bd7-7715-e053-1705fe0a6cc9
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2
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Out-of-plane behaviour of slender reinforced masonry walls for tall single storey buildings: Design procedure, file e1dcb32f-9086-7715-e053-1705fe0a6cc9
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2
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Experimental campaign of mechanical CLT connections subjected to a combination of shear and tension forces, file e1dcb32f-9af1-7715-e053-1705fe0a6cc9
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2
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Seismic safety of remarkable non structural elements: dynamic amplification with height - Sicurezza sismica di componenti non strutturali di elevato valore: effetti di amplificazione con la quota, file e1dcb332-10d8-7715-e053-1705fe0a6cc9
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2
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Seismic performance of alternative risk-reduction retrofit strategies to support decision making, file e1dcb332-278c-7715-e053-1705fe0a6cc9
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2
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Fragility analysis of masonry structural units by Response Surface method, file e1dcb332-29f3-7715-e053-1705fe0a6cc9
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2
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Angle bracket connections for CLT structures: Experimental characterization and numerical modelling, file e1dcb332-2dd5-7715-e053-1705fe0a6cc9
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2
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Seismic safety of valuable non-structural elements in RC buildings: Floor Response Spectrum approaches, file e1dcb334-5fbf-7715-e053-1705fe0a6cc9
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2
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Seismic scenario analysis of precast reinforced-concrete buildings at the large scale, file 5d02aeeb-2056-4017-98f0-ffb7edb484bd
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1
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Experimental and numerical analyses of a new RC-framed skin system for integrated seismic retrofitting intervention on existing buildings, file 8a40a076-6cba-4dfb-801e-52960f67bfa2
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1
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A sustainable RC-framed skin for integrated seismic retrofit intervention on existing buildings: experimental and numerical characterization, file bd291236-9c30-4bca-ac46-23263cb00268
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1
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Post-cracking behaviour of steel and macro-synthetic fibre-reinforced concretes, file e1dcb32c-0494-7715-e053-1705fe0a6cc9
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1
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Validazione dell’intervento di miglioramento sismico di un capannone industriale prefabbricato mediante diverse tipologie di analisi, file e1dcb32c-fd21-7715-e053-1705fe0a6cc9
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1
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Connessioni tegolo - trave: studio sperimentale e numerico del comportamento di angolari di collegamento, file e1dcb32d-037d-7715-e053-1705fe0a6cc9
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1
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Confinement of Masonry Columns with PBO FRCM Composites, file e1dcb32d-fa51-7715-e053-1705fe0a6cc9
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1
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The "Emilia" earthquake: an overview of damages and collapses in industrial precast buildings, file e1dcb32e-0d3c-7715-e053-1705fe0a6cc9
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1
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Coupled shear-tension numerical model for modelling of CLT connections, file e1dcb32f-5b05-7715-e053-1705fe0a6cc9
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1
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EXPERIMENTAL CYCLIC TESTS ON CLT HOLD-DOWN CONNECTIONS SUBJECTED TO A COMBINATION OF SHEAR AND TENSION, file e1dcb32f-77bc-7715-e053-1705fe0a6cc9
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1
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Parametric analysis of the response of Buckling Restrained Axial Damper (BRAD) used for seismic retrofit of precast structures., file e1dcb32f-8cff-7715-e053-1705fe0a6cc9
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1
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Numerical Simulation of Seismic-Induced Failure of a Precast Structure during the Emilia Earthquake, file e1dcb330-7fe0-7715-e053-1705fe0a6cc9
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1
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Seismic evaluation of pombalino buildings, file e1dcb330-cd3f-7715-e053-1705fe0a6cc9
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1
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STRUCTURAL DAMAGE LOCALIZATION UNDER VARYING ENVIRONMENTAL CONDITIONS, file e1dcb330-e57d-7715-e053-1705fe0a6cc9
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1
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I complessi museali in siti ad elevato rischio sismico: verifica strutturale e valutazione di vulnerabilità dei beni contenuti. Il caso di Santa Maria delle Monache (IS), file e1dcb330-f60d-7715-e053-1705fe0a6cc9
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1
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Comparison between seismic performance of different design philosophies by means of loss assessment analysis, file e1dcb330-f612-7715-e053-1705fe0a6cc9
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1
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Identificazione della Rigidezza dei Tamponamenti in Strutture Intelaiate Mediante Analisi Inversa, file e1dcb330-f617-7715-e053-1705fe0a6cc9
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1
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Effect of different modelling approaches on the prediction of the seismic response of multi-storey CLT buildings, file e1dcb331-022e-7715-e053-1705fe0a6cc9
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1
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Stima di curve di fragilità sismica per strutture prefabbricate in c.a. sulla base di dati osservazionali sul danneggiamento prodotto dal terremoto dell’Emilia, file e1dcb331-0815-7715-e053-1705fe0a6cc9
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1
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Destructive and minor destructive tests on masonry buildings: Experimental results and comparison between shear failure criteria, file e1dcb332-643a-7715-e053-1705fe0a6cc9
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1
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null, file e1dcb336-7cf3-7715-e053-1705fe0a6cc9
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1
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Environmental durability of FRCM strengthening systems and comparison with dry fabrics, file e1dcb336-e0a8-7715-e053-1705fe0a6cc9
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1
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Coupling response surface and differential evolution for parameter identification problems, file e1dcb339-c2fa-7715-e053-1705fe0a6cc9
|
1
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Empirical seismic fragility for the precast RC industrial buildings damaged by the 2012 Emilia (Italy) earthquakes, file e1dcb339-c365-7715-e053-1705fe0a6cc9
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1
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Experimental Study Of FRCM Strengthening System In The Out-Of-Plane Behaviour Of Real-Scale Slabs And Panels, file e32d43a8-c601-4a52-97a8-4d8c46b3c484
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1
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| Totale |
893 |