000012319 001__ 12319
000012319 005__ 20141205160042.0
000012319 04107 $$aeng
000012319 046__ $$k2008-10-12
000012319 100__ $$aZhao, Jian-Feng
000012319 24500 $$aSeismic Soil-Structure Interaction Analysis in Time-Domain Based on Combination Computation Method of Interaction Force

000012319 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012319 260__ $$b
000012319 506__ $$arestricted
000012319 520__ $$2eng$$aCombining lumped-parameter model and time-domain difference recursive filter model, a time-domain difference approach of interaction force is proposed. The system stability is studied in this paper. Based on general FEM software and the proposed time-domain computation model, history analysis programs with the SSDI effect is developed. After all, numerical example is presented to verify the validity of proposed method. The effect of ground impedance frequency dependency on the dynamic response of soil-structure system is preliminary discussed.

000012319 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012319 653__ $$asoil-structure dynamic interaction, impedance function, frequency dependent, lumped-parameter model, pseudo-force, time domain, Combination Computation Method

000012319 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012319 720__ $$aZhao, Jian-Feng$$iDu, Xiu-li
000012319 8560_ $$ffischerc@itam.cas.cz
000012319 8564_ $$s199224$$uhttps://invenio.itam.cas.cz/record/12319/files/14-0259.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0259.
000012319 962__ $$r9324
000012319 980__ $$aPAPER