000011510 001__ 11510
000011510 005__ 20141205155918.0
000011510 04107 $$aeng
000011510 046__ $$k2008-10-12
000011510 100__ $$aSaitoh, Masato
000011510 24500 $$aAn Innovative Method for Evaluating the Dynamic Response of Inelastic Structures with Frequency-Dependent SSI

000011510 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011510 260__ $$b
000011510 506__ $$arestricted
000011510 520__ $$2eng$$aThis paper presents application examples of the Gyromass Element Method (GEM), a newly proposed method (Saitoh 2007) that can calculate the time-history response of inelastic structures supported by soil-foundation systems showing frequency-dependent oscillations in impedance functions. A “gyromass” is an element defined as a unit system that generates a reaction force due to the relative acceleration of the nodes between which the gyromass is placed. In this study, the precision of simulations by using GEM is assessed. This study also confirms the feasibility of a model formed by combining the previously proposed models.

000011510 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011510 653__ $$aSoil-structure interaction, impedance functions, inelastic response, parameter model

000011510 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011510 720__ $$aSaitoh, Masato
000011510 8560_ $$ffischerc@itam.cas.cz
000011510 8564_ $$s559913$$uhttps://invenio.itam.cas.cz/record/11510/files/05-01-0135.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0135.
000011510 962__ $$r9324
000011510 980__ $$aPAPER