All Stories

  1. Investigation of modal damage-sensitive features of a scaled three-storey steel frame for vibration-based damage detection.
  2. Vibration signature effects on damping identification of a RC bridge under ambient vibrations
  3. Long-Term Structural Health Monitoring of a Steel Offshore Platform. Optimal Sensors Position and Implications for Maintenance
  4. Transdisciplinary Conservation of Sant’Andrea Pulpit in Pistoia (Italy): The Structural Perspective
  5. Insight on HBIM for Conservation of Cultural Heritage: The Galleria dell’Accademia di Firenze
  6. Dynamic monitoring of a tunnel-like masonry structure using wireless sensor networks
  7. A numerical insight into the reliability of seismic strength models for masonry piers and spandrels
  8. Static and Dynamic Monitoring of Giovanni Pisano’s Pulpit in Pistoia (Italy)
  9. LESSONS LEARNT ON 3D PRINTING MICHELANGELO’S DAVID REPLICA
  10. A PERFORMANCE COMPARISON BETWEEN SEGNET AND DEEPLABV3+ ON THE SEMANTIC SEGMENTATION OF HERITAGE BUILDINGS
  11. Comparison between Bayesian updating and approximate Bayesian computation for model identification of masonry towers through dynamic data
  12. A proposal of classification for machine-learning vibration-based damage identification methods
  13. Evolutionary numerical model for cultural heritage structures via genetic algorithms: a case study in central Italy
  14. Multilevel structural evaluation and rehabilitation design of an historic masonry fortress
  15. LONG-TERM MONITORING OF A MASONRY TOWER WITH WIRELESS ACCELEROMETERS
  16. OPTIMAL SENSORS POSITION FOR STRUCTURAL HEALTH MONITORING OF STEEL JACKET OFFSHORE PLATFORMS
  17. The research project “CHARMING PISTOIA”: an integrated HBIM project for preservation and maintenance of heritage structures
  18. Preliminary Assessment Of The Seismic Behaviour Of Giotto’s Bell Tower In Florence
  19. Bayesian-based model updating using natural frequency data for historic masonry towers
  20. In-Situ Measurements for the Structural Monitoring of Galleria dell’Accademia di Firenze (Italy): Preliminary Results of the Tribuna
  21. Evaluation of the mechanical contribution of wood degraded by insects in old timber beams through analytical calculations and experimental tests
  22. Dynamic Identification of the Sant’Andrea Pulpit in Pistoia (Italy): Some Preliminary Notes
  23. A pilot project for the long-term structural health monitoring of historic city gates
  24. AN IMAGE-BASED DEEP LEARNING WORKFLOW FOR 3D HERITAGE POINT CLOUD SEMANTIC SEGMENTATION
  25. A quality-based automated procedure for operational modal analysis
  26. Experimental analysis of the traffic‐induced‐vibration on an ancient lodge
  27. ASSEMBLING AN IMAGE AND POINT CLOUD DATASET FOR HERITAGE BUILDING SEMANTIC SEGMENTATION
  28. Structural health monitoring (SHM) and Nondestructive testing (NDT) of slender masonry structures: A practical review
  29. Territorial seismic risk assessment of a sample of 13 masonry churches in Tuscany (Italy) through simplified indexes
  30. Shear strength of rubble stone-and-brick masonry panels. A new proposal for the interpretation of Sheppard test results
  31. Ground Penetrating Radar Survey of the Floor of the Accademia Gallery (Florence, Italy)
  32. Assessment of structural behaviour and seismic retrofitting for an Italian monumental masonry building
  33. Dynamic Identification as a Tool to Constrain Numerical Models for Structural Analysis of Historical Buildings
  34. Wireless Sensor Networks for Continuous Structural Health Monitoring of Historic Masonry Towers
  35. From TLS data to FE model: a workflow for studying the dynamic behavior of the Pulpit by Giovanni Pisano in Pistoia (Italy)
  36. Metamodels in Computational Mechanics for Bayesian FEM Updating of Ancient High-Rise Masonry Structures
  37. Non-linear Dynamic Analysis for Collapse Probability Assessment of Historic Masonry Towers
  38. Analytical and numerical seismic assessment of heritage masonry towers
  39. A Bayesian model updating framework for robust seismic fragility analysis of non-isolated historic masonry towers
  40. Parametric dynamic interaction assessment between bells and supporting slender masonry tower
  41. Correction to: On the role played by the openings on the first frequency of historic masonry towers
  42. On the role played by the openings on the first frequency of historic masonry towers
  43. BIM FOR MUSEUMS: AN INTEGRATED APPROACH FROM THE BUILDING TO THE COLLECTIONS
  44. 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
  45. Numerical insights on the seismic risk of confined masonry towers
  46. TLS Survey and FE Modelling of the Vasari’s Cupola of the Basilica dell’Umiltà (Italy). An Interdisciplinary Approach for Preservation of CH
  47. A no-tension analysis for a brick masonry vault with lunette
  48. Seismic Risk of Monumental Buildings: Outcomes of the Research Project RiSEM
  49. Seismic Behavior Assessment of a Brazilian Heritage Construction
  50. Advanced procedure for documenting and assessment of Cultural Heritage: from Laser Scanning to Finite Element.
  51. Frequency vs time domain identification of heritage structures
  52. XIV INTERNATIONAL CONFERENCE ON BUILDING PATHOLOGY AND CONSTRUCTIONS REPAIR, FLORENCE, ITALY, JUNE 20-22, 2018
  53. An integrated Terrestrial Laser Scanner (TLS), Deviation Analysis (DA) and Finite Element (FE) approach for health assessment of historical structures. A minaret case study
  54. Epistemic Uncertainties in Structural Modeling: A Blind Benchmark for Seismic Assessment of Slender Masonry Towers
  55. Seismic Risk Assessment of Historic Masonry Towers: Comparison of Four Case Studies
  56. Comparative Seismic Risk Assessment of Basilica-type Churches
  57. Semiempirical Formulations for Estimating the Main Frequency of Slender Masonry Towers
  58. Time-history analysis of slender masonry towers: a parametric study on the reliability of a simplified Bouc and Wen approach
  59. Radar detection of pedestrian-induced vibrations on Michelangelo's David
  60. Bayesian model updating of historic masonry towers through dynamic experimental data
  61. Nonlinear seismic behavior of historical masonry towers by means of different numerical models
  62. Assessment of the seismic risk of the museum of Casa Vasari in Arezzo (Italy)
  63. Damage assessment of the Baptistery of San Giovanni in Florence by means of numerical modelling
  64. 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
  65. Simplified Seismic Analysis of Disordered Masonry Towers
  66. A numerical study on seismic risk assessment of historic masonry towers: a case study in San Gimignano
  67. Synergistic and Interdisciplinary Approaches for the Conservation of Monumental Heritage: Cupola of Santa Maria del Fiore in Florence, Italy
  68. Finite Element Modelling for Seismic Assessment of Historic Masonry Buildings
  69. Capacity building approach for EUR-ACE accreditation in Central Asia: QUEECA TEMPUS project advancements
  70. Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing
  71. Time-History Seismic Analysis of Masonry Buildings: A Comparison between Two Non-Linear Modelling Approaches
  72. Diagonal cracking shear strength of unreinforced masonry panels: a correction proposal of the b shape factor
  73. Offshore platform structural damage identification versus robustness
  74. Damage detection on a three-storey steel frame using artificial neural networks and genetic algorithms
  75. An efficient Bouc & Wen approach for seismic analysis of masonry tower
  76. Neural network based modal identification of structural systems through output-only measurement
  77. Dynamic identification of historic masonry towers through an expeditious and no-contact approach: Application to the “Torre del Mangia” in Siena (Italy)
  78. Comparative analysis on the seismic behaviour of unreinforced masonry buildings with flexible diaphragms
  79. Numerical Modeling of the Structural Behavior of Brunelleschi’s Dome of Santa Maria del Fiore
  80. 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
  81. In situ static and dynamic investigations on the “Torre Grossa” masonry tower
  82. Nonlinear Modelling for Offshore Robustness. A Sensitivity Study.
  83. Cappella dei Principi in Firenze, Italy: Experimental Analyses and Numerical Modeling for the Investigation of a Local Failure
  84. Non-destructive characterization of stone columns by dynamic test: Application to the lower colonnade of the Dome of the Siena Cathedral
  85. A Galerkin/neural approach for the stochastic dynamics analysis of nonlinear uncertain systems
  86. Seismic Analysis of Historic Masonry Buildings: The Vicarious Palace in Pescia (Italy)
  87. Numerical assessment of the static and seismic behaviour of the basilica of Santa Maria all’Impruneta (Italy)
  88. Static behaviour of an Italian Medieval Castle: Damage assessment by numerical modelling
  89. Assessment of vibration reduction on the Baptistery of San Giovanni in Florence (Italy) after vehicular traffic block
  90. A Hybrid Approach for the Random Dynamics of Uncertain Systems under Stochastic Loading
  91. Evaluation study on structural fault of a Renaissance Italian palace
  92. Assessment of seismic resistance of a basilica-type church under earthquake loading: Modelling and analysis
  93. Modelling and analysis of a Romanesque church under earthquake loading: Assessment of seismic resistance
  94. Two non-linear finite element models developed for the assessment of failure of masonry arches
  95. Seismic Response Of Masonry Plane Walls: A Numerical Study On Spandrel Strength
  96. MODELING AND SIMULATION OF PIEZOELECTRIC-ACTIVE CONTROL OF WIND-INDUCED VIBRATIONS ON BEAMS
  97. Active vibration suppression of smart beams
  98. In-Situ Static and Dynamic Testing and Numerical Modelling of the Dome of the Siena Cathedral (Italy)
  99. Assessment of the Static Behaviour of Heritage Masonry Buildings using Numerical Modelling