All Stories

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