All Stories

  1. Robustness of automated rack-supported warehouses in case of localized fires
  2. Experimental study on strengthening CFS dry joints in existing racking systems
  3. The “Sagrestia Nuova” of Michelangelo in Florence: Information Modelling for Structural Interpretation
  4. Development of a Large Database of Italian Bridge Bearings: Preliminary Analysis of Collected Data and Typical Defects
  5. Reinforced concrete dapped‐end beams for existing bridges: Reliability of finite element models
  6. RC dapped-end beams with various reinforcement layouts: An experimental investigation
  7. Experimental study of CRM-reinforced brick masonry panels: Cyclic shear-compression tests and compression tests
  8. Methods for evaluating the ultimate capacity of existing RC half-joints
  9. Failure analysis and retrofitting of reinforced concrete beams in existing moment resisting frames
  10. On the Verification of Discontinuity Regions in Existing RC Structural Elements Using Strut and Tie Models
  11. Fire‐Induced Collapse of Automated Rack‐Supported Warehouses
  12. A steel bracing system dissipating energy through moment-rotation hysteresis loops
  13. Analytical fragility curves proposal for Tuscan masonry building typologies
  14. On the seismic response of rack structures affected by pinching
  15. Seismic risk assessment: the case study of Barberino di Mugello municipality
  16. Multilevel structural evaluation and rehabilitation design of an historic masonry fortress
  17. CRM reinforced brick masonry walls: Experimental and parametric numerical investigations
  18. Cyclic shear-compression tests on CRM reinforced brick masonry walls
  19. An innovative ductile bracing system easily repairable after a seismic event
  20. Experimental investigation of the forklift truck impact effect on CFS pallet racks
  21. Stiffness and resistance of brace-to-upright joints with lipped channel braces assembled flange-to-flange
  22. Calibration of vulnerability and fragility curves from moderate intensity Italian earthquake damage data
  23. The impact of variability and combined loads on fuses in braced frames
  24. Reinforced Concrete with Worked Examples
  25. On the seismic response of steel storage pallet racks with selective addition of bolted joints
  26. Analysis of the dissipative behavior of steel beams for braces in three-point bending
  27. Four-point bending tests on laminated glass beams reinforced with FRP bars adhesively bonded to the glass
  28. Influence of mechanical and geometric uncertainty on the seismic performance of cold-formed steel braces with additional holes
  29. Out-of-plane capacity of cladding panel-to-structure connections in one-story R/C precast structures
  30. A hybrid method for the calibration of finite element models of punching-shear in R/C flat slabs
  31. Eccentric punching strength of continuous flat slabs—Analysis of different experimental setups
  32. Constitutive relationships of different interlayer materials for laminated glass
  33. Assessment of structural behaviour and seismic retrofitting for an Italian monumental masonry building
  34. An Assessment of American Criterion for Detecting Plan Irregularity
  35. Axial response of cold-formed steel bracing members with holes
  36. Modelling the response of a laminated tempered glass for different configurations of damage by a rigid body spring model
  37. Evaluation of the American Approach for Detecting Plan Irregularity
  38. Flat slab strengthening techniques against punching-shear
  39. Influence of mechanical and geometric uncertainty on rack connection structural response
  40. Forming new steel-framed openings in load-bearing masonry walls: design methods and nonlinear finite element simulations
  41. On the required ductility in beams and connections to allow a redistribution of moments in steel frame structures
  42. Evaluation of rack connection mechanical properties by means of the Component Method
  43. An innovative cladding panel connection for RC precast buildings
  44. Pinching in Steel Rack Joints: Numerical Modelling and Effects on Structural Response
  45. Flexural Capacity of Steel Rack Connections Via The Component Method
  46. Performance assessment of flat slabs strengthened with a bonded reinforced-concrete overlay
  47. A review of literature and code formulations for cracking in R/C members
  48. Post-failure behavior of laminated glass beams using different interlayers
  49. Monotonic and cyclic tests on beam-column joints of industrial pallet racks
  50. Proceedings of Italian Concrete Days 2016
  51. Comparison of Recent Code Provisions for Punching Shear Capacity of R/C Slabs Without Shear Reinforcement
  52. Punching in steel fiber reinforced concrete slabs
  53. Experimental, numerical, and regulatory P-M x -M y domains for cold-formed perforated steel uprights of pallet-racks
  54. Tests on joints of cold-formed steel storage pallet racks
  55. Static and dynamic response of progressively damaged ionoplast laminated glass beams
  56. Seismic response of masonry-infilled steel frames via multi-scale finite-element analyses
  57. Experimental investigation on static and cyclic behaviour of flanged unions for precast reinforced concrete columns
  58. Unreinforced masonry walls with irregular opening layouts: reliability of equivalent-frame modelling for seismic vulnerability assessment
  59. Two shape parametrizations for structural optimization of triangular shells
  60. Displacement capacity of masonry piers: parametric numerical analyses versus international building codes
  61. Long term response of glass–PVB double-lap joints
  62. Non-destructive characterization of stone columns by dynamic test: Application to the lower colonnade of the Dome of the Siena Cathedral
  63. Static behaviour of an Italian Medieval Castle: Damage assessment by numerical modelling
  64. Evaluation study on structural fault of a Renaissance Italian palace
  65. Geodetic Domes for great-span structures: Mandela Forum Project proposal in Florence
  66. BLWT tests and design loads on the roof of the new olympic stadium in Piraeus
  67. Structural Evaluation and Strengthening of a Reinforced Concrete Bridge
  68. Wind-induced interference effects on two adjacent cooling towers
  69. A numerical shape finding procedure for very thin shells
  70. In-Situ Static and Dynamic Testing and Numerical Modelling of the Dome of the Siena Cathedral (Italy)
  71. Assessment of the Static Behaviour of Heritage Masonry Buildings using Numerical Modelling