000002757 001__ 2757
000002757 005__ 20141118153420.0
000002757 04107 $$acze
000002757 046__ $$k2008-12-04
000002757 100__ $$aTodorov, G.
000002757 24500 $$aEarthquake Modal Response of Structures with Equal Free Vibration Frequencies

000002757 24630 $$n1.$$p70 Years of FCE STU - Proceedings of the International Scientific Conference
000002757 260__ $$bSlovak University of Technology in Bratislava, Faculty of Civil Engineering, 2008 
000002757 506__ $$arestricted
000002757 520__ $$2eng$$aIn this paper the authors propose a new procedure for the normalization of the free vibration mode shapes of a linear structure subject to seismic load. The normalization procedure avoids the concept of a participation factor and an effective modal mass. The paper also deals with the combination rules of the modal response of structures with equal frequencies.

000002757 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000002757 653__ $$aeigenvectors, modal component, combining rules.

000002757 7112_ $$aInternational Scientific Conference 70 Years of FCE STU$$cBratislava (SK)$$d2008-12-04 / 2008-12-05$$gHMC13
000002757 720__ $$aTodorov, G.$$iDinev, D.
000002757 8560_ $$ffischerc@itam.cas.cz
000002757 8564_ $$s283798$$uhttps://invenio.itam.cas.cz/record/2757/files/02_E_Todorov_Dinev.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000002757 962__ $$r2540
000002757 980__ $$aPAPER