000010776 001__ 10776
000010776 005__ 20141205155802.0
000010776 04107 $$aeng
000010776 046__ $$k2008-10-12
000010776 100__ $$aLivaoglu, Ramazan
000010776 24500 $$aAn Investigation about the Soil-Structure Interaction Effects on Sloshing Response of the Elevated Tanks

000010776 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010776 260__ $$b
000010776 506__ $$arestricted
000010776 520__ $$2eng$$aThe aim of this paper is to investigate how the soil-structure interaction affects sloshing response of the elevated tanks. For this purpose, the elevated tanks with two different types of supporting systems which are built on six different soil profiles are analyzed for both embedded and surface foundation cases. Thus, considering these six different profiles described in well-known earthquake codes as supporting medium, a series of transient analysis have been performed to asses the effect of both fluid sloshing and soil-structure interaction. Fluid-Elevated Tank-Soil/Foundation systems are modeled with the finite element (FE) technique. In these models fluid-structure interaction is taken into account by implementing Lagrangian fluid FE approximation into the general purpose structural analysis computer code ANSYS. A 3-D FE model with viscous boundary is used in the analyses of elevated tanks-soil/foundation interaction. Formed models are analyzed for embedment and no embedment cases. Finally results from analyses showed that the soil-structure interaction and the structural properties of supporting system for the elevated tanks affected the sloshing response of the fluid inside the vessel.

000010776 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010776 653__ $$aSoil-Structure Interaction, Fluid Structure Interaction, Elevated Tanks, Seismic Analyses

000010776 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010776 720__ $$aLivaoglu, Ramazan$$iDogangun, Adem
000010776 8560_ $$ffischerc@itam.cas.cz
000010776 8564_ $$s498612$$uhttps://invenio.itam.cas.cz/record/10776/files/14-0160.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0160.
000010776 962__ $$r9324
000010776 980__ $$aPAPER