000003583 001__ 3583
000003583 005__ 20141118153354.0
000003583 04107 $$acze
000003583 046__ $$k2006-05-15
000003583 100__ $$aŠtemberk, P.
000003583 24500 $$aFuzzy distribution of internal forces in seismically loaded frame structure

000003583 24630 $$n12.$$pENGINEERING MECHANICS 2006
000003583 260__ $$bInstitute of Theoretical and Applied Mechanics, AS CR, v.v.i., Prague
000003583 506__ $$arestricted
000003583 520__ $$2eng$$aIn this paper, an approach to dynamic analysis based on the fuzzy set theory is presented. The dynamic analysis uses the response spectra method where the material parameters are considered fuzzy, which results in mode shapes and natural frequencies with fuzzy distribution. The subsequent design requires knowledge of internal forces, which in this case, are also in the form of fuzzy numbers. The resulting fuzzy distribution of internal forces in the structural elements reflects the degree of uncertainty contained in the input material parameters. This approach is explained in an illustrative example.

000003583 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003583 653__ $$a

000003583 7112_ $$aENGINEERING MECHANICS 2006$$cSvratka (CZ)$$d2006-05-15 / 2006-05-18$$gEM2006
000003583 720__ $$aŠtemberk, P.$$iBittnar, Z.$$iKruis, J.
000003583 8560_ $$ffischerc@itam.cas.cz
000003583 8564_ $$s182532$$uhttps://invenio.itam.cas.cz/record/3583/files/Stemberk-292-PT.pdf$$y
             Original version of the author's contribution as presented on CD, , paper No. 292.
            
000003583 962__ $$r3410
000003583 980__ $$aPAPER