@misc{Giżejowski_Marian_A,
 author={Giżejowski, Marian and Stachura, Zbigniew},
 howpublished={online},
 publisher={Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego},
 language={eng},
 abstract={Steel I-section members subjected to compression a monoaxial bending about the major axis are dealt with in this paper. The current Eurocode`s design procedure of such members is based on a set of two interpolation equations.},
 abstract={In this paper a simple and yet consistent Ayrton-Perry methodology is presented that for beam-columns yields the Ayrton-Perry design strategy similar to that utilized in the steel Eurocodes for design of beams and columns but not used so far for the beam-column design.},
 abstract={The results from developed design criterion are compared with those of Method 1 of Eurocode 3 and the Ayrton-Perry formulation of a different format that has been recently published.},
 type={artykuł},
 title={A consistent Ayrton-Perry approach for the flexural-torsional buckling resistance evaluation of steel i-section members = Jednolite podejście Ayrton-Perry`ego w ocenie nośności stalowych elementów dwuteowych przy wyboczeniu giętno-skrętnym},
 keywords={Eurocode`s design philosophy, generalized Ayrton-Perry formulation, steel section, bending, buckling resistance, flexural-torsional buckling, eurokody, metodologia projektowania, metoda Ayrton-Perry`ego, dwuteownik stalowy, zginanie, ściskanie, wyboczenie giętno-skrętne},
}