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000010100 005__ 20141205154144.0
000010100 04107 $$aeng
000010100 046__ $$k2008-10-12
000010100 100__ $$aGoit, C. S.
000010100 24500 $$aExperimental Studies on Non-Linear Response of Soil-Pile-Structure Systems Subjected to Strong Ground Motion

000010100 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010100 260__ $$b
000010100 506__ $$arestricted
000010100 520__ $$2eng$$aDynamic experimental studies of response curves of laterally loaded model soil-pile-structure systems subjected to strong ground motion possesses great importance in understanding the response of actual pile supported structures subjected to the earthquake loadings. Model tests on instrumented pile groups for the non-embedded footing case have been conducted for different configuration of the pile groups to study the response behavior accompanied by the bending and vertical strains subjected to strong ground motions. Two different cases with and without the embedment of piles in the bedrock have been studied. And a third category that comprised without any piles has also been taken in account. Test results reveal that the end-bearing pile system shows the least damping while the system without piles shows the highest damping accompanied by the highest rocking of all the systems studied. The bending and vertical strain profiles are also presented for the pile groups.

000010100 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010100 653__ $$aResponse curves, Bending strains, End-bearing piles, Floating piles

000010100 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010100 720__ $$aGoit, C. S.$$iSaitoh, M.$$iKawakami, H.$$iNishiyama, S.
000010100 8560_ $$ffischerc@itam.cas.cz
000010100 8564_ $$s206915$$uhttps://invenio.itam.cas.cz/record/10100/files/04-01-0031.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-01-0031.
000010100 962__ $$r9324
000010100 980__ $$aPAPER