000003351 001__ 3351
000003351 005__ 20141118153402.0
000003351 04107 $$acze
000003351 046__ $$k2005-05-09
000003351 100__ $$aPohl, K.
000003351 24500 $$aNon-linear analysis of number of mode to response of reinforced concrete frame structures

000003351 24630 $$n11.$$pENGINEERING MECHANICS 2005
000003351 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Brno
000003351 506__ $$arestricted
000003351 520__ $$2eng$$aThe objective of this paper describe a non-linear analysis of reinforced concrete frame structures and assignment its response to seismic load. We observe the change of natural frequency in dependence of stress of the structure and creation of plastic joints to final force effect of seismic load. The benefit is also about an assignment of ductility of the structure and influence of ductility to seismic response.

000003351 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003351 653__ $$a

000003351 7112_ $$aENGINEERING MECHANICS 2005$$cSvratka (CZ)$$d2005-05-09 / 2005-05-12$$gEM2005
000003351 720__ $$aPohl, K.
000003351 8560_ $$ffischerc@itam.cas.cz
000003351 8564_ $$s108843$$uhttps://invenio.itam.cas.cz/record/3351/files/Pohl-PT.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000003351 962__ $$r3238
000003351 980__ $$aPAPER