000003921 001__ 3921
000003921 005__ 20141118153342.0
000003921 04107 $$acze
000003921 046__ $$k2009-05-11
000003921 100__ $$aKrálik, J.
000003921 24500 $$aDeterministic and probabilistic analysis of ventilating concrete chimney reliability during earthquake

000003921 24630 $$n15.$$pEngineering Mechanics 2009
000003921 260__ $$bInstitute of Theoretical and Applied Mechanics AS CR, v.v.i., Prague
000003921 506__ $$arestricted
000003921 520__ $$2eng$$aIn this paper, the deterministic and probability analysis of the seismic resistance of the reinforced concrete structure of the nuclear power plants ventilating chimney, considering the nonlinear reserve of the structure under the seismic load of the reinforced concrete is presented. Simple and detailed solutions on the base of the „pipe“ beam and shell elements are considered. The deterministic and the probability approaches are compared. Advantages and disadvantages of both methods are mentioned. The applicability of probabilistic approach to the solution of reliability of such structures is demonstrated, using the example of ventilating chimney of the nuclear power plant.

000003921 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003921 653__ $$a

000003921 7112_ $$aEngineering Mechanics 2009$$cSvratka (CZ)$$d2009-05-11 / 2009-05-14$$gEM2009
000003921 720__ $$aKrálik, J.$$iIvánková, O.
000003921 8560_ $$ffischerc@itam.cas.cz
000003921 8564_ $$s377327$$uhttp://invenio.itam.cas.cz/record/3921/files/Kralik-276-PT.pdf$$y
             Original version of the author's contribution as presented on CD, 276.
            
000003921 962__ $$r3852
000003921 980__ $$aPAPER