121 results on '"Marino, Edoardo M."'
Search Results
2. Effectiveness of Seismic Upgrading of Confined Masonry Buildings by e-EXOS: A Case Study in Bucharest
3. Modeling Marble Artworks: The Statue 'Oceanus' by Giambologna
4. Fragility of Steel Frames with DYBs Designed in the Framework of EC8
5. Seismic Capacity of EC8 Compliant RC Frames with Irregular Vertical Distribution of Stiffness
6. A sub-assembly based technique for calibration of numerical models of infilled r.c. frames according to experimental tests
7. A simple but effective capacity model for check and design of beam-column joints in RC seismic buildings
8. Optimal design of the connection between RC slab and precast pre-stressed beam to column joint
9. Modeling Marble Artworks: The Statue “Oceanus” by Giambologna
10. Seismic performance and cost comparative analysis of steel braced frames designed in the framework of EC8
11. An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings
12. Seismic Capacity of EC8 Compliant RC Frames with Irregular Vertical Distribution of Stiffness
13. Seismic Behaviour of an Irregular Old RC Dual-System Building in Lisbon
14. Design, testing and finite element analysis of an improved precast prestressed beam-to-column joint
15. On the fibre modelling of beams in RC framed buildings with rigid diaphragm
16. Experimental study of a novel precast prestressed reinforced concrete beam-to-column joint
17. Ω* method: An alternative to Eurocode 8 procedure for seismic design of X-CBFs
18. Seismic Behaviour of an Irregular Old RC Dual-System Building in Lisbon
19. Application of Nonlinear Static Method with Corrective Eccentricities to Steel Multi-storey Braced Buildings
20. Seismic Upgrading of Vertically Irregular Existing r.c. Frames by BRBs
21. Improved Nonlinear Static Methods for Prediction of the Seismic Response of Asymmetric Single-Storey Systems
22. Influence of the Interaction Yield Domain on Lateral-Torsional Coupling of Asymmetric Single-Storey Systems
23. Influence of modelling of steel link beams on the seismic response of EBFs
24. Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities
25. Generalized corrective eccentricities for nonlinear static analysis of buildings with framed or braced structure
26. Modelling of steel link beams of short, intermediate or long length
27. Application of Nonlinear Static Method with Corrective Eccentricities to Multistorey Buildings: A Case Study
28. Effectiveness of Design Procedures in Counteracting Second Order Effects in Steel Moment Resisting Frames
29. Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members
30. Experimental Cyclic Response of a Novel Friction Connection for Seismic Retrofitting of RC Buildings with CLT Panels
31. A simple but effective capacity model for the strength evaluation of r.c. beam to column joints
32. Improved Nonlinear Static Methods for Prediction of the Seismic Response of Asymmetric Single-Storey Systems
33. Application of Nonlinear Static Method with Corrective Eccentricities to Steel Multi-storey Braced Buildings
34. Seismic Upgrading of Vertically Irregular Existing r.c. Frames by BRBs
35. Influence of the Interaction Yield Domain on Lateral-Torsional Coupling of Asymmetric Single-Storey Systems
36. Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames
37. Comparison of nonlinear static methods for the assessment of asymmetric buildings
38. An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings
39. An Alternative Approach for the Design of Chevron-Braced Frames
40. Proposal and validation of a design procedure for concentrically braced frames in the chevron configuration
41. Application of Nonlinear Static Method with Corrective Eccentricities to Multistorey Buildings: A Case Study
42. IMPACT OF RETROFIT OF RC FRAMES BY CLT PANELS AND FRICTION DAMPERS
43. Full‐scale hybrid test for realistic verification of a seismic upgrading technique of RC frames by BRBs
44. Comparison of European and Japanese seismic design of steel building structures
45. On the fibre modelling of beams in RC framed buildings with rigid diaphragm
46. EFFECT OF THE DYB ON THE SEISMIC RESPONSE OF STEEL CONCENTRIC BRACINGS
47. INFLUENCE OF NONLINEAR MODELING ON CAPACITY ASSESSMENT OF RC FRAMED STRUCTURES
48. Cyclic pushover analysis for seismic assessment of steel Mrfs
49. A design procedure for pin-supported rocking buckling-restrained braced frames
50. Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers
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