000010578 001__ 10578
000010578 005__ 20141205155742.0
000010578 04107 $$aeng
000010578 046__ $$k2008-10-12
000010578 100__ $$aKucukarslan, Semih
000010578 24500 $$aEffect of Pile Spacing on Pile Behavior Under Dynamic Loads

000010578 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010578 260__ $$b
000010578 506__ $$arestricted
000010578 520__ $$2eng$$aThis study presents an investigation of the interaction effect of pile spacing effect under transient dynamic loadings. Analyses are carried for non homogeneous soils. The hybrid boundary element formulation is used to represent boundary integral representation of soil domain and pile equations represented by linear structural components. To observe the pile spacing effect on responses of group, a two pile groups is analyzed under triangular axial and lateral pulse loads for homogeneous and Gibson soils, respectively. The analysis is done for pile space diameter ratio of 3,5,7 and 10. Results for axial and lateral modes in nondimensional forms are presented for homogeneous soils and for Gibson soils.

000010578 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010578 653__ $$aPile-soil interaction, non-homogenous soil, pile spacing, pile dynamics.

000010578 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010578 720__ $$aKucukarslan, Semih$$iBanerjee, P.K.
000010578 8560_ $$ffischerc@itam.cas.cz
000010578 8564_ $$s290035$$uhttps://invenio.itam.cas.cz/record/10578/files/04-01-0130.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-01-0130.
000010578 962__ $$r9324
000010578 980__ $$aPAPER