000011136 001__ 11136
000011136 005__ 20141205155839.0
000011136 04107 $$aeng
000011136 046__ $$k2008-10-12
000011136 100__ $$aNaprstek, Jiri
000011136 24500 $$aNon-Linear Auto-Parametric Stability Loss of a Slender Structure due to Random Non-Stationary Seismic Excitation

000011136 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011136 260__ $$b
000011136 506__ $$arestricted
000011136 520__ $$2eng$$aSlender structures exposed to a strong vertical component of an earthquake excitation are endangered by autoThe first section of the paperThis highlya single paragraph abstract outlining the aims, scope and conclusion of parametric resonance effect. should be non-linear dynamic process caused heavy damages or collapses of towers, the paper, and the structures thethe past. should be limited between 100 and 250 words. The response components bridges and other length of in abstract In sub-critical linear regime vertical and horizontal words of ‘Abstract’ and independent are set in bold andhorizontal The full paper length including abstract shall not exceedthepages. are ‘Keywords’ and therefore no full caps. response component is observed. If an amplitude of 8 vertical excitation in a structure foundation exceeds a certain limit, a vertical response component looses stability and 3-6 components arise. This post-critical regime (auto-parametric resonance) follows

000011136 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011136 653__ $$adominant horizontal response

000011136 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011136 720__ $$aNaprstek, Jiri$$iFischer, C.
000011136 8560_ $$ffischerc@itam.cas.cz
000011136 8564_ $$s2390968$$uhttps://invenio.itam.cas.cz/record/11136/files/05-01-0320.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0320.
000011136 962__ $$r9324
000011136 980__ $$aPAPER