20.500.12556/DKUM-37211 Dvoosni upogib vitkih armiranobetonskih stebrov Biaxial bending of slender reinforced concrete columns Zaradi kompleksnosti dimenzioniranja AB-stebrov, obremenjenih z osno tlačno silo in obema upogibnima momentoma, je gradbena praksa priredila več metod, ki problem bolj ali manj uspešno poenostavljajo. Analizirana poenostavljena metoda, razvita leta 1960, v Evropi predstavlja temeljni pristop, na katerem temelji večina evropskih standardov, upoštevaje tudi učinke teorije drugega reda. Korektnost rezultatov pa je vsled enostavnosti vprašljiva. Due to complexity of the design of RC columns, under axial force and biaxial bending, civil engineering practice held several methods, by which this problem is more or less succesfully simplified. Such method, analysed here, developed in 1960, represents fundamental approach in Europe, proposed by majority of european design codes, taking into account the effect of second-order theory. Because of the simplicity accuracy of the results is questionable. dvoosni upogib armirani beton efekt vitkosti Metoda krivulje vplivov biaxial bending reinforced concrete slenderness effect Load contour method true true false [A. Brunčič] Slovenski jezik Angleški jezik Diplomsko delo/naloga 2012-08-21 12:48:26 2012-08-29 11:35:50 2022-04-22 11:15:18 2021-04-17 03:37:17 2012 0 Maribor 0 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 692:(043.2) 17924374 URN:SI:UM:DK:QYFVJWPE UNI_Bruncic_Ana_2012.pdf UNI_Bruncic_Ana_2012.pdf 1 355FD0F2CAA4FA5A601D2C2A7AD9C19A 17501163e1f727e7a796128327cd16eaa2038e4f33ecfe78a2786efac0f17f2d 2ff5ce0e-7c08-11eb-bb7a-00155d0001ca 20.500.12556/dkum/a333c5a6-211a-40f7-a32b-a4fa25a9fb33 https://dk.um.si/Dokument.php?lang=slv&id=48891 Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo 0 0 0