000013274 001__ 13274
000013274 005__ 20161114160334.0
000013274 04107 $$aeng
000013274 046__ $$k2009-06-22
000013274 100__ $$aPradlwarter H., J.
000013274 24500 $$aReliability of non-linear systems subjected to dynamic excitation

000013274 24630 $$n2.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013274 260__ $$bNational Technical University of Athens, 2009
000013274 506__ $$arestricted
000013274 520__ $$2eng$$aMost structures react to exceptionally high forces caused for example by extreme winds, sea waves, earthquakes, avalanches, etc. in a non-linear way before they finally collapse. The damage of the structure caused by these excitation is closely connected with the amount of accumulated hysteretic energy dissipation. These mostly environmental load- ings cause dynamic excitations which might be suitably represented by so called stochastic processes. It is assumed that the stochastic excitation process is uniquely defined as a function of a set of i.i.d. standard normal variates …

000013274 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013274 653__ $$a

000013274 7112_ $$aCOMPDYN 2009 - 2nd International Thematic Conference$$cIsland of Rhodes (GR)$$d2009-06-22 / 2009-06-24$$gCOMPDYN2009
000013274 720__ $$aPradlwarter H., J.$$iSchueller G., I.
000013274 8560_ $$ffischerc@itam.cas.cz
000013274 8564_ $$s63063$$uhttps://invenio.itam.cas.cz/record/13274/files/CD410.pdf$$yOriginal version of the author's contribution as presented on CD, section: Uncertainty and reliability in computational structural dynamics - i (MS).
000013274 962__ $$r13074
000013274 980__ $$aPAPER