000003766 001__ 3766
000003766 005__ 20141118153347.0
000003766 04107 $$acze
000003766 046__ $$k2008-05-12
000003766 100__ $$aKrálik, J.
000003766 24500 $$aSEISMIC ANALYSIS OF IREGULAR REINFORCED CONCRETE COUPLING WALLS SYSTEMS CONSIDERING DUCTILITY EFFECTS

000003766 24630 $$n14$$pEngineering Mechanics 2008
000003766 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Brno
000003766 506__ $$arestricted
000003766 520__ $$2eng$$aThis paper presents results of experimental and numerical analysis of seismic resistance of reinforced concrete coupling system considering the plastic capacity in accordance of standard requirements STN ENV 1998 (1999), ENV 1998 (2003) and Önorm B4015 (2002). The plastic capacity of the structure can be established by parameter q in the case of the spectral analysis to determine the seismic response. The experience from dynamic analysis of a hospital structure in accordance with standard requirements is presented in this paper. Dynamic parameters of the building structure are checked by experiment and the calculation model is modified on the basis of the experiment. The nonlinear analysis of the coupling system was realized in the program CRACK (Králik and Cesnak 2001) under system ANSYS for Kupfer’s failure condition and Červenka’s model of the concrete strength reduction.

000003766 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003766 653__ $$a

000003766 7112_ $$aEngineering Mechanics 2008$$cSvratka (CZ)$$d2008-05-12 / 2008-05-15$$gEM2008
000003766 720__ $$aKrálik, J.$$iKrálik, J. jr.
000003766 8560_ $$ffischerc@itam.cas.cz
000003766 8564_ $$s650258$$uhttps://invenio.itam.cas.cz/record/3766/files/Kralik_1_FT.pdf$$y
             Original version of the author's contribution as presented on CD, , page 438.
            
000003766 962__ $$r3717
000003766 980__ $$aPAPER