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1.	Original version of the author's contribution as presented on CD, 120.pdf.: PDF Elastic flexural-torsional buckling of beams and beam-columns as a basis for stability design of members with discrete rigid restraints Gizejowski, M.A. ; Uziak, J. In this state-of-the-art paper, methods of the elastic flexural-torsional buckling evaluation, applied to perfect beams and beam-columns, are summarized. Firstly, basic r [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, 123.pdf.: PDF Numerical study of buckling resistance of steel I-section members under two directional bending Gizejowski, M.A. ; Gajewski, M.D. Present approach to design of steel I-section beam-columns distinguish two design situations of elements subjected to two directional bending about their principal major [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, 116.pdf.: PDF Generalized Ayrton-Perry approach for the evaluation of beam-column resistance Gizejowski, M.A. ; Stachura, Z. Codification of design rules introduced in steel Eurocodes for the resistance verification of isolated columns and beams is based on the Ayrton-Perry formulation of a geo [...] Detailed record - Similar records

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