All Stories

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