000002000 001__ 2000
000002000 005__ 20141118153446.0
000002000 04107 $$acze
000002000 046__ $$k2011-05-09
000002000 100__ $$aZídek, R.
000002000 24500 $$aDEFLECTION OF REINFORCED CONCRETE STRUCTURES ACCORDING TO EC2: COMPARISON OF METHODS 

000002000 24630 $$n17.$$pEngineering Mechanics 2011
000002000 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Brno
000002000 506__ $$arestricted
000002000 520__ $$2eng$$aThis paper compares two approaches to the analysis of deflections of reinforced concrete beam structures with consideration of creep. The first is based on simplified methods recommended in Eurocode 2. The second approach is more general and uses the incremental solution, the smeared crack model for modeling of material non-linearity and time discretization method for the assessment of rheology. The results of both analyses are similar. The general method also allows the influence of the erection process or stepwise loading to be taken into account.

000002000 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000002000 653__ $$aCreep, reinforced concrete, deflection, time discretization method, Eurocode.

000002000 7112_ $$aEngineering Mechanics 2011$$cSvratka (CZ)$$d2011-05-09 / 2011-05-12$$gEM2011
000002000 720__ $$aZídek, R.$$iBrdečko, L.
000002000 8560_ $$ffischerc@itam.cas.cz
000002000 8564_ $$s795149$$uhttp://invenio.itam.cas.cz/record/2000/files/p162.pdf$$y
             Original version of the author's contribution as presented on book, page 687.
            
000002000 962__ $$r1835
000002000 980__ $$aPAPER