000003794 001__ 3794
000003794 005__ 20141118153346.0
000003794 04107 $$acze
000003794 046__ $$k2008-05-12
000003794 100__ $$aPohl, K.
000003794 24500 $$aTHE NON-LINEAR RESPONSE OF REINFORCED CONCRETE FRAME STRUCTURES TO SEISMIC LOAD

000003794 24630 $$n14$$pEngineering Mechanics 2008
000003794 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Brno
000003794 506__ $$arestricted
000003794 520__ $$2eng$$aThe response of reinforced concrete structures to dynamic loads is featured the non-linear properties in general. If we take these facts into account for solution of the equation of motion and also take into account of cyclic load to the resultant response, we will get a more real estimate of behavior of structures as compared to the linear calculation. In the contribution a fiber model based on realistic material models is proposed for reinforced concrete sections and for a non-linear dynamics analysis. Numerical examples are presented in the terms of moment-curvature relationships and load-displacement diagram of the structure. Accounted of a new method which is the basis of nonlinear pushover method and which provides the simplification of an access by the way of response spectrum design reinforced concrete frames closes this contribution.

000003794 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003794 653__ $$a

000003794 7112_ $$aEngineering Mechanics 2008$$cSvratka (CZ)$$d2008-05-12 / 2008-05-15$$gEM2008
000003794 720__ $$aPohl, K.
000003794 8560_ $$ffischerc@itam.cas.cz
000003794 8564_ $$s309237$$uhttps://invenio.itam.cas.cz/record/3794/files/Pohl_FT.pdf$$y
             Original version of the author's contribution as presented on CD, , page 717.
            
000003794 962__ $$r3717
000003794 980__ $$aPAPER