000011656 001__ 11656
000011656 005__ 20141205155933.0
000011656 04107 $$aeng
000011656 046__ $$k2008-10-12
000011656 100__ $$aShiomi, T.
000011656 24500 $$aPractical Effective Stress Analysis and Determination of Its Dynamic Property

000011656 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011656 260__ $$b
000011656 506__ $$arestricted
000011656 520__ $$2eng$$aA practical earthquake response analysis method based on effective stress analysis is proposed. The method, to consider material nonlinearity of soil, required only soil parameters such as the dynamic deformation curve (G-γ and h-γ curve) and liquefaction strength curve in addition to elastic parameters. Both data curve are directly obtained by ordinary site investigations.

000011656 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011656 653__ $$aEffective stress analysis, Parameter identification, Free-field dynamic analysis

000011656 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011656 720__ $$aShiomi, T.$$iNukui, Y.$$iYagishita, F.
000011656 8560_ $$ffischerc@itam.cas.cz
000011656 8564_ $$s554954$$uhttps://invenio.itam.cas.cz/record/11656/files/04-01-0134.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-01-0134.
000011656 962__ $$r9324
000011656 980__ $$aPAPER