000002748 001__ 2748 000002748 005__ 20141118153421.0 000002748 04107 $$acze 000002748 046__ $$k2008-12-04 000002748 100__ $$aPohl, K. 000002748 24500 $$aSeizmické zatížení železobetonových konstrukcí 000002748 24630 $$n1.$$p70 Years of FCE STU - Proceedings of the International Scientific Conference 000002748 260__ $$bSlovak University of Technology in Bratislava, Faculty of Civil Engineering, 2008 000002748 506__ $$arestricted 000002748 520__ $$2eng$$aThe structural analysis in earthquake engineering is a complex task because the problem is dynamic and usually non-linear, the structural system is usually complex, and input data (structural properties and ground motions) are random and uncertain. In principle, the nonliner time-history analysis is the correct approach. However, such an approach, for the time being, is not practical for everyday design use. The simplified non-linear methods, which are, like any approximate method, subject to several limitations, provide a tool for a rational yet practical evaluation procedure for building structures for multiple performance objectives. The formulation of the methods in the acceleration – displacement format enables the visual interpretation of the procedure and of the relations between the basic quantities controlling the seismic response. 000002748 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb. 000002748 653__ $$aSeizmické zatížení, nelineární odezva, železobetonová konstrukce, Pushover metoda, Metoda tečných tuhostí 000002748 7112_ $$aInternational Scientific Conference 70 Years of FCE STU$$cBratislava (SK)$$d2008-12-04 / 2008-12-05$$gHMC13 000002748 720__ $$aPohl, K.$$iMáca, J. 000002748 8560_ $$ffischerc@itam.cas.cz 000002748 8564_ $$s458249$$uhttps://invenio.itam.cas.cz/record/2748/files/02_E_Pohl_Maca.pdf$$y Original version of the author's contribution as presented on CD, . 000002748 962__ $$r2540 000002748 980__ $$aPAPER