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I.R.S.A.G. Papers

Chiara Bedon

Post-Doc Researcher, University of Trieste

email: bedon@dicar.units.it

web page:http://www.units.it/persone/index.php/from/abook/persona/14686

Available papers [27]:

 
  1. Bedon C., Amadio C.
    “Design buckling curves for glass columns and beams”. Proceedings of the ICE - Structures and Buildings. Special Issue “Structural Glass”, 168(7): 514-526. (2015)
  2. Bedon C., Amadio C.
    Effect of circumferential sealant joints and metal supporting frames on the buckling behavior of glass panels subjected to in-plane shear loads”. Glass Structures & Engineering, DOI: 10.1007/s40940-015-0001-2 (2015)
  3. Bedon C., J. Belis, Amadio C.
     
    “Structural assessment and lateral-torsional buckling design of glass beams restrained by continuous sealant joints”. Engineering Structures. 102(11): 214-229. (2015)
  4. Bedon C., Amadio C.
    “Analytical and numerical assessment of the strengthening effect of structural sealant joints for the prediction of the LTB critical moment in laterally restrained glass beams” Materials and Structures. DOI: 10.1617/s11527-015-0661-z (2015)
  5. Bedon C., Amadio C., Sinico A.
    "Numerical and analytical investigation on the dynamic buckling behavior of glass columns under blast"
    Engineering Structures 79(2014): 322-340

  6. Bedon C., Amadio C.
    Exploratory numerical analysis of two-way straight cable-net façades subjected to air blast loads
    Engineering Structures 79 (2014), 276-289
  7. Bedon C., Amadio C.,
    Flexural-torsional buckling behavior of eccentrically compressed laminated glass elements with viscoelastic PVB interlayer
    Journal of Structural Engineering, published online, doi: 10.1061/(ASCE)ST.1943-541X.0001128
  8. Bedon C., Louter C.
    Exploratory numerical analysis of SG-laminated reinforced glass beam experiments".
    Engineering Structures 75 (2014), 457-468 
  9. Bedon C., Amadio C.
    FE assessment of dissipative devices for the blast mitigation of glazing façades supported by prestressed cables
    Structural Engineering & Mechanics 51 (1), (2014)
  10. Bedon C., Amadio C.
     Flexural-torsional buckling behavior of eccentrically compressed laminated glass elements with viscoelastic PVB interlayer
    Journal of Structural Engineering, Accepted, in print 
  11. Bedon C., Amadio C.
    Flexural-Torsional Buckling: Experimental Analysis of Laminated Glass Elements
    Engineering Structures 73 (8), 85-99 (2014)
  12. Bedon C., Amadio C.
    Numerical buckling analysis of geometrically imperfect glass panels under biaxial in-plane compressive/tensile loads"
    Engineering Structures 6 (2014), 165-176
  13. Bedon C., Belis J., Luible A.
    Assessment of existing analytical models for the lateral torsional buckling analysis of PVB
    and SG laminated glass beams via viscoelastic simulations and experiments
    Engineering Structures 60 (2014), 52-67
  14. Bedon C., Amadio C.
    Buckling analysis of simply supported flat glass panels subjected to inplane uniaxial compressive and edgewise shear loads1
    Engineering Structures, 59: 127-140 (2014)
  15. Amadio C., Bedon C.
    Multiple dissipative devices for blast-resisting cable-supported glazing façades
    Modelling and Simulation in Engineering. Vol. 2013, Article ID 964910, 13 pages, 2013.(2013)

    doi:10.1155/2013/964910
    http://dx.doi.org/10.1155/2013/964910.
  16. Amadio C., Bedon C.
    An equivalent thickness for buckling verification of laminated glass panels under in-plane shear loads
    Journal of Civil Engineering Science (JCES), 2(3): 108-123,(2013)

    World Academic Publishing. ISSN: 227-4634 (print), 2227-4626 (online). www.ij-ces.org.
  17. Amadio C., Bedon C.
    A buckling verification approach for monolithic and laminated glass elements under combined in-plane
    compression and bending
    Engineering Structures, 52(6): 220-229  (2013)
  18. Amadio C., Bedon C.
    Corrigendum to “A buckling verification approach for monolithic and laminated glass elements under combined in plane compression and bending"
    [Eng.Struct. 52(6) 220-229]”. Engineering Structures, 57: 393. (2013)
  19. Belis C., Bedon C., Louter C., Amadio C., Van Impe R.
    Experimental and analytical assessment of lateral torsional buckling of laminated glass beams
    Engineering Structures, 51:295-305 (2013)
  20. Amadio C., Bedon C.  
    Dynamic response of cable-supported façades subjected to high-level air blast loads:
    numerical simulations and mitigation techniques
    Modelling and Simulation in Engineering, Hindawii Publishing Corporation, Volume 2012, Article ID 863235.
    ISSN:1687-5591 (print), 1687-5605 (online). DOI: 10.1155/2012/863235. (2012)
  21. Amadio C., Bedon C.
    Buckling verification of laminated glass elements in compression
    Journal of Civil Engineering Science (JCES), Volume 1, Issue 3, pp.90-101, World Academic (2012)

    Publishing. ISSN: 227-4634 (print), 2227-4626 (online). www.ij-ces.org.
  22. Amadio C., Bedon C.
    Blast analysis of laminated glass curtain walls equipped by viscoelastic dissipative devices”. Buildings, 2(3): 359-383. MDPI-Open Access Publishing (Basel, Switzerland) (2012)
    DOI: 10.3390/buildings2030359.
    http://www.mdpi.com/2075-5309/2/3/359
  23. Amadio C., Bedon C.
    Viscoelastic spider connectors for the mitigation of cable-supported façades subjected to air blast loading
    Engineering Structures, 42: 190-200.(2012)
  24. Amadio C., Bedon C.
    Elastoplastic dissipative devices for the mitigation of blast resisting cable-supported glazing façades
    Engineering Structures, 39: 103-115. (2012)
  25. Bedon C., Amadio C.
    Buckling of flat laminated glass panels under in-plane compression orshear
    Engineering Structures, 36: 185-197. (2012)
  26.  Amadio C., Bedon C.
    Buckling of laminated glass elements in compression
    Journal of Structural Engineering, 137(8): 803-810 (2011)
  27. Amadio C., Bedon C.
    Buckling of laminated glass elements in out-of-plane bending
    Engineering Structures, 32(11): 3780-3788.(2010)
  28.