000003890 001__ 3890
000003890 005__ 20141118153343.0
000003890 04107 $$acze
000003890 046__ $$k2009-05-11
000003890 100__ $$aHolický, M.
000003890 24500 $$aGlobal factors for reliability verification of reinforced concrete structures

000003890 24630 $$n15.$$pEngineering Mechanics 2009
000003890 260__ $$bInstitute of Theoretical and Applied Mechanics AS CR, v.v.i., Prague
000003890 506__ $$arestricted
000003890 520__ $$2eng$$aThe concept of global resistance and load factors provides a rational approach to reliability verification of reinforced concrete structures that require non-linear or dynamic analysis. In such cases the mean values of basic variables need to be used in the analysis to determine adequate structural response. Reliability of these structures can be then conveniently verified using results of the analysis and the global resistance and load factors. The submitted proposal for the specification of global factors is based on probabilistic analyses of selected structural members (slab, beam and column). It appears that the global resistance factors are dependent on the type of structural members and on reinforcement ratio. The global load factors are strongly dependent on load ratio of variable and total actions and type of action. The total reliability factors can be further defined as products of the global resistance and load factors.

000003890 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003890 653__ $$a

000003890 7112_ $$aEngineering Mechanics 2009$$cSvratka (CZ)$$d2009-05-11 / 2009-05-14$$gEM2009
000003890 720__ $$aHolický, M.$$iSýkora, M.
000003890 8560_ $$ffischerc@itam.cas.cz
000003890 8564_ $$s161855$$uhttps://invenio.itam.cas.cz/record/3890/files/Sykora-241-PT.pdf$$y
             Original version of the author's contribution as presented on CD, 241.
            
000003890 962__ $$r3852
000003890 980__ $$aPAPER