000011593 001__ 11593
000011593 005__ 20141205155927.0
000011593 04107 $$aeng
000011593 046__ $$k2008-10-12
000011593 100__ $$aSextos, Anastasios
000011593 24500 $$aComparative Assessment of Advanced Computational Tools for Embankment-Abutment-Bridge Superstructure Interaction

000011593 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011593 260__ $$b
000011593 506__ $$arestricted
000011593 520__ $$2eng$$aThe scope of this paper is to investigate the range of applicability of the advanced computational tools currently available for the dynamic analysis of bridge structures accounting for embankment- foundation-abutmentsuperstructure interaction. Along these lines, four different analysis approaches are adopted and independently applied for the study of a real, already built overcrossing in Greece, each time making the appropriate assumptions and using purpose-specific software. Both single and multi-platform analysis is employed and the limitations and advantages of each approach are comparatively outlined and discussed. The results indicate that the last generation of computational tools available, certainly contribute towards the representation of the soilfoundation-bridge system as a whole and thus, the more accurate study of interaction problems that was not feasible to be examined in the past.

000011593 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011593 653__ $$aabutment–embankment system, soil-structure interaction, multi-platform analysis

000011593 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011593 720__ $$aSextos, Anastasios$$iTaskari, O.
000011593 8560_ $$ffischerc@itam.cas.cz
000011593 8564_ $$s1106669$$uhttps://invenio.itam.cas.cz/record/11593/files/05-02-0031.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-02-0031.
000011593 962__ $$r9324
000011593 980__ $$aPAPER