000003294 001__ 3294
000003294 005__ 20141118153404.0
000003294 04107 $$acze
000003294 046__ $$k2005-05-09
000003294 100__ $$aJanda, Z.
000003294 24500 $$aNonlinear modeling of arch segment of the Charles bridge

000003294 24630 $$n11.$$pENGINEERING MECHANICS 2005
000003294 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Brno
000003294 506__ $$arestricted
000003294 520__ $$2eng$$aIn the present contribution, a numerical simulation of the nonlinear behaviour of the Charles Bridge in Prague with the emphasis on the heterogeneous character of the material is presented. The results summarize numerical two-level simulations of the historical masonry, performed on the 2D mesoscopic periodic unit cells and on the macroscopic 3D Charles bridge archsegment, respectively. The main goal of this article is the transfer of the material characteristics between meso and macro-scales. At the end, some results show a predisposition of some parts of the structure to damage in agreement with damage patterns observed for the real structure.

000003294 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003294 653__ $$a

000003294 7112_ $$aENGINEERING MECHANICS 2005$$cSvratka (CZ)$$d2005-05-09 / 2005-05-12$$gEM2005
000003294 720__ $$aJanda, Z.$$iŠejnoha, M.$$iŠejnoha, J.$$iNovák, J.
000003294 8560_ $$ffischerc@itam.cas.cz
000003294 8564_ $$s646844$$uhttps://invenio.itam.cas.cz/record/3294/files/Janda_Z-PT.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000003294 962__ $$r3238
000003294 980__ $$aPAPER