All Stories

  1. Seismic Damage Assessment of Existing Planar Steel X- or V-Braced Frames Using the Hybrid “M and P” Technique
  2. Seismic Damage Assessment of Existing Planar Steel X or V-Braced Frames Using the Hybrid "<em>M</em> and <em>P</em>" Technique
  3. The “M and P” Technique for Damage Identification in Reinforced Concrete Bridges
  4. The “M and P” Technique for Damage Identification in Reinforced Concrete Bridges
  5. Finite Element In-Depth Verification: Base Displacements of a Spherical Dome Loaded by Edge Forces and Moments
  6. Asymmetric Folded Plate with Parallel Edges in Validation of their Static Behavior by Combining Vlasov Torsion Theory with Bernoulli Bending Theory
  7. Identification of Damage in Planar Multistory Reinforced Concrete Frames Developing a Beam-Sway Plastic Mechanism Using the “M and P” Technique
  8. Identification of Damage in Planar Multi-Storey Reinforced Concrete Frames Developing a Beam-Sway Plastic Mechanism Using the “M and P” Technique
  9. Damage Identification in Plane Multi-storey Reinforced Concrete Frame
  10. Equivalent Torsional-Warping Stiffness of Cores with Thin-Walled Open Cross-Section Using the Vlasov Torsion Theory
  11. Verification of seismic enforced-displacement pushover procedure on torsionally flexible, asymmetric, multi-storey r/c buildings
  12. Center of Stiffness, Principal Axes and Principal Start Point of Thin-Walled Open-Sections of Cores: A New Modified Calculation Technique Based on Vlasov Torsion Theory
  13. Assessing the Seismic Capacity of Existing Irregular in-Plan RC Buildings Using Floor Enforced Displacements by Following a Flowchart
  14. Developing Model of Bridge to Identification Eigen-Frequencies of Bridges Using the Theory of Continuous Systems
  15. Integration Method for Response History Analysis of Single-Degree-of-Freedom Systems with Negative Stiffness
  16. Seismic Enforced Displacement-Based Pushover Analysis on Irregular In-Plan R/C Multi-storey Buildings
  17. Inelastic Dynamic Eccentricities in Pushover Analysis Procedure of Multi-Story RC Buildings
  18. Seismic enforced-displacement pushover procedure on multistorey R/C buildings
  19. Identification of Eigen-Frequencies and Mode-Shapes of Beams with Continuous Distribution of Mass and Elasticity and for Various Conditions at Supports
  20. Identification of Mode-shapes and Eigen-frequencies of Bi-hinge Beam with Distributed Mass and Stiffness
  21. Seismic Assessment of Asymmetric Single-storey R/C Buildings by Two New Methodologies: Enforced Displacement-Based and Forced-Based Pushover Procedures
  22. Detection and correction of synchronization-induced errors in operational modal analysis
  23. Dynamic Eccentricities in Pushover Analysis of Asymmetric Single-Storey Buildings
  24. Seismic Assessment of Asymmetric Single-Story RC Buildings by Modified Pushover Analysis Using the “Capable Near Collapse Centre of Stiffness”: Validation of the Method
  25. Dynamic eccentricities and the “capable near collapse centre of stiffness” of reinforced concrete single-storey buildings in pushover analysis
  26. On the Torsional–Translational Response of Wind Turbine Structures
  27. Historical Earthquake-Resistant Timber Frames in the Mediterranean Area
  28. Mode shape identification of an existing three-story flexible steel stairway as a continuous dynamic system
  29. Wind energy structures: modal analysis by the continuous model approach
  30. Numerical Investigation of Seismic Behavior of Spatial Asymmetric Multi- Storey Reinforced Concrete Buildings with Masonry Infill Walls
  31. Peak Ground Acceleration Functions of Mean Return Period for Known Reliability Index of Hellenic Design Earthquakes
  32. Evaluating the effective spectral seismic amplification factor on a probabilistic basis
  33. The Equivalent Non-Linear Single Degree of Freedom System of Asymmetric Multi-Storey Buildings in Seismic Static Pushover Analysis
  34. Seismic nonlinear static new method of spatial asymmetric multi‐storey reinforced concrete buildings
  35. Identification of the mode shapes of spatial tall multi‐storey buildings due to earthquakes: the new ‘modal time‐histories’ method
  36. Seismic fragility curves for greek bridges: methodology and case studies
  37. Equivalent non‐linear single‐degree‐of‐freedom system of spatial asymmetric multi‐storey buildings in pushover procedure: theory and applications
  38. Practical calculation of the torsional stiffness radius of multistorey tall buildings
  39. Earthquake analysis of isotropic asymmetric multistory buildings
  40. Numerical verification of properties of the fictitious elastic axis in asymmetric multistorey buildings
  41. Seismic response of traditional buildings of Lefkas Island, Greece
  42. Optimum definition of equivalent non-linear SDF system in pushover procedure of multistory r/c frames
  43. Optimum torsion axis to multistorey buildings by using the continuous model of the structure
  44. Seismic response of structures and infrastructure facilities during the Lefkada, Greece earthquake of 14/8/2003
  45. Real and fictitious elastic axes of multi-storey buildings: applications
  46. Real and fictitious elastic axes of multi-storey buildings: theory
  47. Equivalent Static Eccentricities in the Simplified Methods of Seismic Analysis of Buildings
  48. Seismic Code Analysis of Buildings without Locating Centers of Rigidity