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