000010149 001__ 10149
000010149 005__ 20141205154147.0
000010149 04107 $$aeng
000010149 046__ $$k2008-10-12
000010149 100__ $$aHadzima-Nyarko, Marijana
000010149 24500 $$aSensitivity Analysis of SDOF Structure Parameters on Damage Ratio Coefficient

000010149 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010149 260__ $$b
000010149 506__ $$arestricted
000010149 520__ $$2eng$$aThe structure response parameters (natural period, elastic base shear capacity, post-elastic stiffness and damping) of an SDOF model are obtained by analysing a large number of non-linear numeric structure responses using earthquakes of different intensities as load input. An MLP neural network is used to model the relationship between the structure response parameters of the SDOF model and the damage ratio coefficient. A sensitivity analysis procedure is perfomed using the trained neural network to determine the influence of the individual structure response parameters on the damage level of a structure based upon an earthquake.

000010149 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010149 653__ $$aSDOF system, earthquake response, damage ratio, neural network, sensitivity analysis

000010149 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010149 720__ $$aHadzima-Nyarko, Marijana$$iNyarko, Emmanuel$$iMoric, Dragan
000010149 8560_ $$ffischerc@itam.cas.cz
000010149 8564_ $$s268534$$uhttps://invenio.itam.cas.cz/record/10149/files/S14-053.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S14-053.
000010149 962__ $$r9324
000010149 980__ $$aPAPER