000009864 001__ 9864
000009864 005__ 20141205153201.0
000009864 04107 $$aeng
000009864 046__ $$k2008-10-12
000009864 100__ $$aDezi, Francesca
000009864 24500 $$aKinematic Interaction in Pile Foundations

000009864 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009864 260__ $$b
000009864 506__ $$arestricted
000009864 520__ $$2eng$$aIn this paper the seismic behaviour of single piles embedded in layered soil deposits is evaluated by considering the soil-pile kinematic interaction. The kinematic analysis is performed by using a finite element model for the pile foundation and a Winkler-type medium for the soil. The excitation motion is obtained by means of a one-D propagation analysis of an artificial accelerogram from the bedrock. The analytical model permits calculating the internal forces induced by soil-pile interaction. A comprehensive parametric analysis is carry out by varying the main parameters governing the dynamic response of piles. The influence of the layered soil properties, the bedrock location, the diameter and the bedrock embedment of piles is discussed.

000009864 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009864 653__ $$adynamics, soil-structure interaction, kinematic interaction, piles, pile foundations.

000009864 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009864 720__ $$aDezi, Francesca$$iCarbonari, S.$$iLeoni, Graziano
000009864 8560_ $$ffischerc@itam.cas.cz
000009864 8564_ $$s315683$$uhttps://invenio.itam.cas.cz/record/9864/files/04-01-0164.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-01-0164.
000009864 962__ $$r9324
000009864 980__ $$aPAPER