000010350 001__ 10350
000010350 005__ 20141205155718.0
000010350 04107 $$aeng
000010350 046__ $$k2008-10-12
000010350 100__ $$aIto, Shinji
000010350 24500 $$aThe Effects of High Ductile Structures with Embedded Foundation Including Soil-Structure Interaction

000010350 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010350 260__ $$b
000010350 506__ $$arestricted
000010350 520__ $$2eng$$aSeismic behaviors are evaluated when high ductile structures are supported by embedded foundation and interactive with their surrounding soil ground. Transfer functions are defined on the face of embedded foundation with sway and rocking motions. Physical parameters are selected out of various properties of interaction systems to investigate response behaviors such as ductility factors and natural periods of upper structure, as well as embedment depth and shear wave velocities of soil ground. Response measurement indexes are adopted among yield shear force, seismic input energy, radiation damping energy and cumulative plastic deformation for upper structures and base foundation excited with significant seismic motions. Effect of dynamic soil-structure interaction is consequently confirmed for high ductile structures supported with embedded foundation. Soil-structure interaction, radiation damping, high ductile structure and embedded foundation

000010350 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010350 653__ $$a

000010350 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010350 720__ $$aIto, Shinji$$iYamashita, Tadamichi$$iShirayama, Atsuko$$iKensuke, Baba
000010350 8560_ $$ffischerc@itam.cas.cz
000010350 8564_ $$s1099178$$uhttps://invenio.itam.cas.cz/record/10350/files/05-01-0566.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0566.
000010350 962__ $$r9324
000010350 980__ $$aPAPER