Now showing items 1-7 of 7

  • Experimental Verification of the Buckling Strength of Structural Glass Columns 

    Pešek, Ondřej; Horáček, Martin; Melcher, Jindřich (Elsevier Ltd., 2016-10-18)
    This paper deals with experimental research of axially loaded members made of structural (laminated) glass. The purpose of the research is the evaluation of buckling strength and actual behaviour of the columns due to the ...
  • Experimental Verification of the Structural Glass Beam-Columns Strength 

    Pešek, Ondřej; Melcher, Jindřich; Balázs, Ivan (IOP Publishing, 2017-11-04)
    This paper deals with experimental research of axially and laterally loaded members made of structural (laminated) glass. The purpose of the research is the evaluation of buckling strength and actual behaviour of the ...
  • Focusing on Problem of Lateral Torsional Buckling of Beams with Web Holes 

    Horáček, Martin; Melcher, Jindřich; Pešek, Ondřej; Brodnianský, Ján (Elsevier, 2016-10-19)
    This paper deals with the problems of analysis and the design of perforated thin-walled steel Sigma beams with respect to lateral torsional buckling (further LTB). The application of Sigma profiles is in the storage systems ...
  • Lateral-torsional buckling of laminated structural glass beams. Experimental study 

    Pešek, Ondřej; Melcher, Jindřich (Elsevier, 2017-06-02)
    This paper deals with experimental research of stability behaviour of laminated structural glass beams. The purpose of the research is the evaluation of lateral-torsional buckling resistance and actual behaviour of the ...
  • On the Problem of the Imperfections of the Structural Glass Members Made of Flat Glass 

    Pešek, Ondřej; Melcher, Jindřich; Horáček, Martin; Balázs, Ivan (IOP Publishing Ltd., 2019-01-20)
    This paper deals with initial geometrical imperfections of the structural glass members made of flat glass. The design of the load bearing glass structures is relatively common in modern architecture, but there is not an ...
  • Study of Behaviour of Beams and Panels Based on Influence of Rigidity 

    Pešek, Ondřej; Melcher, Jindřich (Elsevier, 2012-09-26)
    The aim of this paper is the elaboration of a study on the real behaviour of beams and thin panels considering the effect of large deflection. The classic plate theory was developed for panels whose deflections are lower ...
  • Torsional Restraint Problem of Steel Cold-Formed Beams Restrained by Planar Members 

    Balázs, Ivan; Melcher, Jindřich; Pešek, Ondřej (IOP Publishing, 2017-11-04)
    The effect of continuous or discrete lateral and torsional restraints of metal thin-walled members along their spans can positively influence their buckling resistance and thus contribute to more economical structural ...