000004103 001__ 4103
000004103 005__ 20141118153335.0
000004103 04107 $$acze
000004103 046__ $$k2004-05-10
000004103 100__ $$aNovák, J.
000004103 24500 $$aTwo scale modeling of masonry

000004103 24630 $$n10.$$pEngineering Mechanics 2004
000004103 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Prague
000004103 506__ $$arestricted
000004103 520__ $$2eng$$aThe first scale (meso-structural) serves to determine the effective properties of masonry and nonlinear loading paths (macroscopic stress vs. macroscopic strain). To that end, certain periodic cells (PUC) were created for both regular and quarry-stone mesostructures. The structure energies needed in the macro-scale analysis are determined as areas under the loading curves derived on meso-scale and multiplied by the width of the localization band. This paper is focused on the first level of modelling and non-linear homogenization is applied to a regular free-stone mesostructure.

000004103 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004103 653__ $$a

000004103 7112_ $$aEngineering Mechanics 2004$$cSvratka (CZ)$$d2004-05-10 / 2004-05-13$$gEM2004
000004103 720__ $$aNovák, J.$$iŠejnoha, J.
000004103 8560_ $$ffischerc@itam.cas.cz
000004103 8564_ $$s448495$$uhttps://invenio.itam.cas.cz/record/4103/files/T-Novak-Jan.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000004103 962__ $$r4009
000004103 980__ $$aPAPER