000003500 001__ 3500 000003500 005__ 20141118153357.0 000003500 04107 $$acze 000003500 046__ $$k2006-05-15 000003500 100__ $$aKřivý, V. 000003500 24500 $$aStability assessment of steel frames using SBRA method 000003500 24630 $$n12.$$pENGINEERING MECHANICS 2006 000003500 260__ $$bInstitute of Theoretical and Applied Mechanics, AS CR, v.v.i., Prague 000003500 506__ $$arestricted 000003500 520__ $$2eng$$aThis paper is concerned with the reliability assessment of steel frame structures using the probabilistic SBRA method documented in the book (Marek at al., 1996). Advances in computer technology make it possible to utilize the potential of the SBRA method not only for the reliability assessment of simple structures and their components, but also for the reliability assessment of more complex, statically indeterminate frame structures. In this connection attention is paid to the transition from the traditional assessment of buckling strength in compliance with contemporary standards (based on determining buckling lengths and buckling factors) to the SBRA based strength stability concept applying the second order theory. 000003500 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb. 000003500 653__ $$a 000003500 7112_ $$aENGINEERING MECHANICS 2006$$cSvratka (CZ)$$d2006-05-15 / 2006-05-18$$gEM2006 000003500 720__ $$aKřivý, V.$$iMarek, P. 000003500 8560_ $$ffischerc@itam.cas.cz 000003500 8564_ $$s563144$$uhttps://invenio.itam.cas.cz/record/3500/files/Krivy-186-PT.pdf$$y Original version of the author's contribution as presented on CD, , paper No. 186. 000003500 962__ $$r3410 000003500 980__ $$aPAPER