47 results on '"Mollaioli, Fabrizio"'
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2. New Energy Based Metrics to Evaluate Building Seismic Capacity
3. Structural Damage Characterization via Energy-Based Limit State Definition
4. Energy Characterization Through OpenSees Nonlinear Simulation of Shear Walls Without Confined Boundary Zones
5. Energy-Based Topology Optimization Under Stochastic Seismic Ground Motion: Preliminary Framework
6. Key Points and Pending Issues in the Energy-Based Seismic Design Approach
7. Seismic Demand on Historical Constructions During the 2016–2017 Central Italy Earthquake Sequence
8. An Energy-Based Seismic Design Procedure with Damage Control for Frames with Linear and Non-linear Fluid Viscous Dampers
9. Numerical Evaluation of the Energy Dissipation Capacity of Steel Members Subjected to Biaxial Bending
10. Damage Index Model for Masonry Infill Walls Subjected to Out-of-Plane Loadings
11. Physics-Based Approach to Define Energy-Based Seismic Input: Application to Selected Sites in Central Italy
12. Proposal of Design Energy Equivalent Velocity Spectrum Using Long-Period Ground Motion Records of Magnitude 7 to 7.5 Earthquakes
13. Effect of Bi-directional Ground Motion on the Response of Base-Isolated Structures with U-Shaped Steel Damper
14. Engineering Demand Parameters for Cumulative Damage Estimation in URM and RC Buildings
15. Cumulative Damage of Degrading Structures Due to Soft Soil Seismic Sequences
16. Demands and Capacities Prediction Equations of R/C Structures Based on Energy
17. Relation Between Input Energy and Equivalent Monotonic Response Curve
18. Equivalent Number of Cycles Formulation for a Base-Isolated Building
19. Pore Pressure Evaluation by Seismic Loads on the Ground Using an Energy Formulation
20. Experimental Study of RC Frames with Window and Door Openings Under Cyclic Loading
21. Predicting the Distribution of Hysteretic Energy Demand in Frame Members
22. A Displacement-Based Seismic Design Procedure with Local Damage Control, Dissipated Energy and Resilience
23. Constitutive Model Characterization of the RC Columns Using Energy Terms
24. Correlation Between Seismic Energy Demand and Damage Potential Under Pulse-Like Ground Motions
25. Input Energy Spectra for Pulse-Like Ground Motions
26. Study on Spandrel-Pier Interaction in Masonry Walls
27. Experimental Assessment of the Energy that Contributes to Damage
28. Reliability-Based Hysteretic Energy Spectra Using Modern Intensity Measures
29. Elastic and Inelastic Input Energy Correlations: Effects of Damping, Pulse Type, and Significant Duration
30. A Damage Index for the Seismic Evaluation of Buckling-Restrained Braces
31. NDSHA—A Reliable Modern Approach for Alternative Seismic Input Modelling
32. Effect of Kinematic Hardening and Ductility Ratio on Inelastic Input Energy Spectra of Near-Fault Ground Motions
33. A Review on Performance-Based Plastic Design Method: Concept and Recent Developments
34. Reinforced Concrete Columns: Insight on Energy-Based Assessment from Biaxial Tests with Different Load Paths
35. Energy Dissipation Capacity of RC Columns Subjected to Dynamic Biaxial Seismic Loadings on a Shake Table
36. Energy-Based Design Theory for Self-Centering Structures
37. Evaluation of Different Approaches to Estimate Seismic Input Energy and Top Displacement Demand of Moment Resisting Frames
38. Spatial Distribution of Hysteretic Energy in Reinforced Concrete Moment Resisting Frames
39. Effects of Pre-existing Damage on Fragility of URM and RC Frame Buildings
40. Evaluation of Earthquake Resistance of Steel Moment Resisting Frames
41. Assessment of Plastic Energy Demand Spectra on Frame Systems
42. Energy-Based Design Process for Passive Control Structures Considering Torsional Effect
43. Efficiency of Viscous Damping in Seismic Energy Dissipation and Response Reduction
44. An Energy-Based Prediction of Deformation Demand on Low- to Mid-Rise R/C Buildings with Hysteretic Dampers
45. Energy-Based Seismic Design Method for Coupled CLT Shear Walls
46. Vector-Valued Intensity Measures to Predict Peak and Hysteretic Energy Demands of 3D R/C Buildings
47. Least-Square Effective Stiffness to be Used for Equivalent Linear Model
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