000004801 001__ 4801
000004801 005__ 20141119144554.0
000004801 04107 $$aeng
000004801 046__ $$k2002-06-02
000004801 100__ $$aZhang, Jigang
000004801 24500 $$aNONLINEAR DYNAMIC SINGLE PILE-SOIL INTERACTION ANALYSIS

000004801 24630 $$n15.$$pProceedings of the 15th ASCE Engineering Mechanics Division Conference
000004801 260__ $$bColumbia University in the City of New York
000004801 506__ $$arestricted
000004801 520__ $$2eng$$aNonlinearities due to both strain-induced and pore water pressure induced softening are important aspects in dynamic pile-soil interaction. While the model of beam on Winkler foundation is widely used for its analysis, the above nonlinearities have not yet been satisfactorily represented. This paper presents a method to take into account those effects, in which soil response is expressed in terms of multiple steady state modal shape functions. By using adequate number of these steady-state shape functions, the time-domain response can be captured.

000004801 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004801 653__ $$aNonlinear, dynamic, pile-soil interaction, strain degradation, water pressure

000004801 7112_ $$a15th ASCE Engineering Mechanics Division Conference$$cNew York (US)$$d2002-06-02 / 2002-06-05$$gEM2002
000004801 720__ $$aZhang, Jigang$$iGnanaranjan, Gunaratnam$$iAnandarajah, A.
000004801 8560_ $$ffischerc@itam.cas.cz
000004801 8564_ $$s155095$$uhttps://invenio.itam.cas.cz/record/4801/files/356.pdf$$yOriginal version of the author's contribution as presented on CD, .
000004801 962__ $$r4594
000004801 980__ $$aPAPER