Modeliranje čeličnih okvira sa zidanim ispunom

Prikazana je problematika numerickog modeliranja celicnih okvira sa zidanim ispunom pri djelovanju potresa. U novim europskim normama (EN 1998-1) predviđeno je proracunavanje interaktivnog djelovanja kod takvog sastavljenog sustava, ali se ne daju pravila proracuna. Na primjeru su prikazane najcesce primjenjivane mogucnosti modeliranja ponasanja takvih konstrukcija, primjenom metode konacnih elemenata te je upozoreno na potrebu prakticnog pristupa rjesavanju ovoga problema.

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