000004940 001__ 4940
000004940 005__ 20141119144606.0
000004940 04107 $$aeng
000004940 046__ $$k2002-06-02
000004940 100__ $$aPak, Ronald Y.S.
000004940 24500 $$aREDUCED CONTINUUM SOLUTIONS OF PILE-SOIL INTERACTION FROM EXACT FORMULATIONS

000004940 24630 $$n15.$$pProceedings of the 15th ASCE Engineering Mechanics Division Conference
000004940 260__ $$bColumbia University in the City of New York
000004940 506__ $$arestricted
000004940 520__ $$2eng$$aStarting from an exact formulation, a simplified computational method is developed for the dynamic soil-pile interaction problem by relaxation. Numerical results are provided to illustrate the range of validity and accuracy of the approximate scheme for vertical, horizontal and rocking loading.

000004940 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004940 653__ $$apile-soil interaction, simplified method, half-space, dynamics, deep foundation, wave propagation, Green’ function, elasticity, load-transfer, approximation

000004940 7112_ $$a15th ASCE Engineering Mechanics Division Conference$$cNew York (US)$$d2002-06-02 / 2002-06-05$$gEM2002
000004940 720__ $$aPak, Ronald Y.S.$$iAbedzadeh, Farzad
000004940 8560_ $$ffischerc@itam.cas.cz
000004940 8564_ $$s117027$$uhttps://invenio.itam.cas.cz/record/4940/files/586.pdf$$yOriginal version of the author's contribution as presented on CD, .
000004940 962__ $$r4594
000004940 980__ $$aPAPER