All Stories

  1. A Bayesian model updating framework for robust seismic fragility analysis of non-isolated historic masonry towers
  2. Parametric dynamic interaction assessment between bells and supporting slender masonry tower
  3. Correction to: On the role played by the openings on the first frequency of historic masonry towers
  4. On the role played by the openings on the first frequency of historic masonry towers
  5. BIM FOR MUSEUMS: AN INTEGRATED APPROACH FROM THE BUILDING TO THE COLLECTIONS
  6. GROUND BASED 3D MODELLING (PHOTOGRAMMETRY AND TLS) - SURVEY, DOCUMENTATION AND STRUCTURAL ASSESSMENT OF XX CENTURY CULTURAL HERITAGE IN INDIA – A CASE STUDY OF THE MASONRY VAULTS IN DEHRADUN
  7. Numerical insights on the seismic risk of confined masonry towers
  8. TLS Survey and FE Modelling of the Vasari’s Cupola of the Basilica dell’Umiltà (Italy). An Interdisciplinary Approach for Preservation of CH
  9. Seismic Risk of Monumental Buildings: Outcomes of the Research Project RiSEM
  10. Seismic Behavior Assessment of a Brazilian Heritage Construction
  11. Advanced procedure for documenting and assessment of Cultural Heritage: from Laser Scanning to Finite Element.
  12. Frequency vs time domain identification of heritage structures
  13. XIV INTERNATIONAL CONFERENCE ON BUILDING PATHOLOGY AND CONSTRUCTIONS REPAIR, FLORENCE, ITALY, JUNE 20-22, 2018
  14. An integrated Terrestrial Laser Scanner (TLS), Deviation Analysis (DA) and Finite Element (FE) approach for health assessment of historical structures. A minaret case study
  15. Epistemic Uncertainties in Structural Modeling: A Blind Benchmark for Seismic Assessment of Slender Masonry Towers
  16. Seismic Risk Assessment of Historic Masonry Towers: Comparison of Four Case Studies
  17. Comparative Seismic Risk Assessment of Basilica-type Churches
  18. Semiempirical Formulations for Estimating the Main Frequency of Slender Masonry Towers
  19. Time-history analysis of slender masonry towers: a parametric study on the reliability of a simplified Bouc and Wen approach
  20. Radar detection of pedestrian-induced vibrations on Michelangelo's David
  21. Bayesian model updating of historic masonry towers through dynamic experimental data
  22. Nonlinear seismic behavior of historical masonry towers by means of different numerical models
  23. Comparison of newly proposed test methods to evaluate the bonding quality of Cross-Laminated Timber (CLT) panels by means of experimental data and finite element (FE) analysis
  24. Simplified Seismic Analysis of Disordered Masonry Towers
  25. A numerical study on seismic risk assessment of historic masonry towers: a case study in San Gimignano
  26. Synergistic and Interdisciplinary Approaches for the Conservation of Monumental Heritage: Cupola of Santa Maria del Fiore in Florence, Italy
  27. Finite Element Modelling for Seismic Assessment of Historic Masonry Buildings
  28. Capacity building approach for EUR-ACE accreditation in Central Asia: QUEECA TEMPUS project advancements
  29. Time-History Seismic Analysis of Masonry Buildings: A Comparison between Two Non-Linear Modelling Approaches
  30. Diagonal cracking shear strength of unreinforced masonry panels: a correction proposal of the b shape factor
  31. Offshore platform structural damage identification versus robustness
  32. Damage detection on a three-storey steel frame using artificial neural networks and genetic algorithms
  33. An efficient Bouc & Wen approach for seismic analysis of masonry tower
  34. Neural network based modal identification of structural systems through output-only measurement
  35. Dynamic identification of historic masonry towers through an expeditious and no-contact approach: Application to the “Torre del Mangia” in Siena (Italy)
  36. Comparative analysis on the seismic behaviour of unreinforced masonry buildings with flexible diaphragms
  37. Numerical Modeling of the Structural Behavior of Brunelleschi’s Dome of Santa Maria del Fiore
  38. Erratum for “ Cappella dei Principi in Firenze, Italy: Experimental Analyses and Numerical Modeling for the Investigation of a Local Failure” by Gianni Bartoli and Michele Betti
  39. In situ static and dynamic investigations on the “Torre Grossa” masonry tower
  40. Nonlinear Modelling for Offshore Robustness. A Sensitivity Study.
  41. Cappella dei Principi in Firenze, Italy: Experimental Analyses and Numerical Modeling for the Investigation of a Local Failure
  42. Non-destructive characterization of stone columns by dynamic test: Application to the lower colonnade of the Dome of the Siena Cathedral
  43. A Galerkin/neural approach for the stochastic dynamics analysis of nonlinear uncertain systems
  44. Seismic Analysis of Historic Masonry Buildings: The Vicarious Palace in Pescia (Italy)
  45. Numerical assessment of the static and seismic behaviour of the basilica of Santa Maria all’Impruneta (Italy)
  46. Static behaviour of an Italian Medieval Castle: Damage assessment by numerical modelling
  47. Assessment of vibration reduction on the Baptistery of San Giovanni in Florence (Italy) after vehicular traffic block
  48. A Hybrid Approach for the Random Dynamics of Uncertain Systems under Stochastic Loading
  49. Evaluation study on structural fault of a Renaissance Italian palace
  50. Assessment of seismic resistance of a basilica-type church under earthquake loading: Modelling and analysis
  51. Modelling and analysis of a Romanesque church under earthquake loading: Assessment of seismic resistance
  52. Two non-linear finite element models developed for the assessment of failure of masonry arches
  53. Seismic Response Of Masonry Plane Walls: A Numerical Study On Spandrel Strength
  54. MODELING AND SIMULATION OF PIEZOELECTRIC-ACTIVE CONTROL OF WIND-INDUCED VIBRATIONS ON BEAMS
  55. Active vibration suppression of smart beams
  56. In-Situ Static and Dynamic Testing and Numerical Modelling of the Dome of the Siena Cathedral (Italy)