120 results on '"Marino, EDOARDO MICHELE"'
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2. Influence of the modelling approach on the seismic assessment of RC structures by nonlinear static analyses
3. Relevance of torsional effects on the seismic assessment of an old RC frame-wall building in Lisbon
4. Deliverable D5.1 - Detailed survey of the real pilot
5. Use of Autoclaved Aerated Concrete Walls for Deep Building Renovation
6. IMPACT OF RETROFIT OF RC FRAMES BY CLT PANELS AND FRICTION DAMPERS
7. MECHANICAL CHARACTERIZATION OF ENERGY DISSIPATION DEVICES IN RETROFIT SOLUTION OF REINFORCED CONCRETE FRAMES COUPLED WITH SOLID WOOD PANELS
8. Progetto e-SAFE: riqualificazione sismica ed energetica mediante pannelli prefabbricati in legno
9. e-SAFE: energy and seismic affordable renovation solutions for the decarbonisation and seismic safety of the EU building stock
10. Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs
11. Valutazione speditiva della vulnerabilità sismica finalizzataalla riqualificazione degli edifici
12. Effect of Overstrength on the Seismic Behaviour of Multi-Storey Regularly Asymmetric Buildings
13. CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES
14. Decision Support System for the Sustainable Seismic and Energy Renovation of Buildings: Methodological Layout
15. Energy, Seismic, and Architectural Renovation of RC Framed Buildings with Prefabricated Timber Panels
16. Dispositivo di connessione dissipativa per pannelli in legno a strati incrociati
17. Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers
18. Seismic and Energy Renovation. A Review of the Design Approach in Italy and in Romania
19. A design procedure for seismic upgrading of existing RC frames by BRBs
20. A multi-performance design method for seismic upgrading of existing RC frames by BRBs
21. A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8
22. Seismic upgrading of typical Italian existing RC frames by BRBs
23. Behavior Factor of Dual Systems with BRBs and Semi-Rigid Connections
24. Seismic Retrofitting of Eccentrically Braced Frames by Rocking Walls and Viscous Dampers
25. Design of BRBs for seismic upgrading of existing r.c.frames
26. Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods
27. Influenza della modellazione del link nella valutazione della risposta sismica di telai con con-troventi eccentrici
28. A new strategy to prevent collapse of columns in buildings with steel chevron braced structure
29. Influenza della modellazione del link nella valutazione della risposta sismica di EBF
30. Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain
31. Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces
32. Calibration of the corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain
33. Seismic response and behaviour factor of dual eccentrically braced systems designed by Eurocode 8
34. Steel frames with buckling restrained braces: an extension of the Eurocode 8 provision for concentric braces
35. Verifica e progetto di aste in acciaio
36. Modelling of steel link beams
37. An accurate strength amplification factor for the design of SDOF systems with P-Δ effects
38. A unified approach for the design of high ductility steel frames with concentric braces in the framework of Eurocode 8
39. Modellazione del comportamento ciclico dei link
40. Design method and behaviour factor for steel frames with buckling restrained braces
41. Effetti P-delta nei sistemi ad un solo grado di libertà in zona sismica
42. Effetti P-Δ nei sistemi ad un solo grado di libertà in zona sismica
43. Design of steel frames with buckling restrained braces
44. Behavior Factor of Dual Concentrically Braced Systems Designed by Eurocode 8
45. Fattore di struttura di telai con controventi eccentrici progettati secondo EC8
46. Una procedura per la stima della risposta sismica di sistemi semplici e duali con controventi concentrici
47. Confronto tra le prestazioni sismiche di telai con controventi a V ed a diagonale tesa attiva
48. Validazione di una procedura statica non lineare per l’analisi sismica di edifici asimmetrici
49. Impatto delle Norme Tecniche per le Costruzioni sulla resistenza sismica dei telai in acciaio
50. Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems
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