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1.	Original version of the author's contribution in proceedings, page 1014, section SOL.: PDF WEAK AXIS BUCKLING - ELASTIC RESISTANCE OF A COLUMN Valeš, J. ; Kala, Z. A solid finite element model for lateral buckling of column was developed in Ansys software. It was tested for calculation of elastic resistance. Series of random realiza [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on USB, paper 850065_1.pdf.: PDF Fuzzy analysis of serviceability limit state of slender steel beam under bending Kala, Zdeněk ; Valeš, Jan Resistance, stress, limit state, initial imperfections, I-section beam, fuzzy analysis. Detailed record - Similar records
3.	Original version of the author's contribution as presented on USB, paper 850066_1.pdf.: PDF The influence of correlation between initial axis curvature and cross-section rotation on the beam static resistance Valeš, Jan Lateral-torsional buckling, load carrying capacity, slenderness, stress, limit state, initial imperfections, Isection beam, correlation, sensitivity. Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, paper No. 158.: PDF LATERAL-TORSIONAL BUCKLING OF I-SECTION BEAMS WITH INITIAL RANDOM IMPERFECTIONS Kala, Z. ; Valeš, J. The paper deals with a statistical analysis of load carrying capacity of a simply supported straight I-beam with equal end moment with cross-section IPE 220, solved by ge [...] Detailed record - Similar records

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