000009262 001__ 9262
000009262 005__ 20141204092423.0
000009262 04107 $$aeng
000009262 046__ $$k12/05/2014
000009262 100__ $$aBaláž, I.
000009262 24500 $$aStructures with "ugli" imperfections

000009262 24630 $$n18.$$pEngineering Mechanics 2012
000009262 260__ $$bInstitute of Theoretical and Applied Mechanics, AS CR, Prague
000009262 506__ $$arestricted
000009262 520__ $$2eng$$aDerivation of the basic formulae for determination of the flexural buckling resistance of frames with members with non-uniform cross-sections and/or non-uniform axial compression forces. Similar formulae given in EN 1993-1-1 (2005) are limited to frames with uniform cross-sections and compression forces. Detailed description of the procedure of iterative calculation (Baláž, I., 2008). Graphical interpretation of the method proposed by the authors and numerical examples for members with uniform cross-sections and uniform axial compression forces.

000009262 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009262 653__ $$astability, metal structures, flexural buckling resistance, imperfections in the form of first buckling mode

000009262 7112_ $$aEngineering Mechanics 2012$$cSvratka (CZ)$$d12/05/2014 - 15/05/2014$$gEM2012
000009262 720__ $$aBaláž, I.$$iKoleková, Y.
000009262 8560_ $$ffischerc@itam.cas.cz
000009262 8564_ $$s935455$$uhttps://invenio.itam.cas.cz/record/9262/files/233_Balaz_I-FT.pdf$$yOriginal version of the author's contribution as presented on CD, paper (No. 233).
000009262 962__ $$r8924
000009262 980__ $$aPAPER