000011226 001__ 11226 000011226 005__ 20141205155848.0 000011226 04107 $$aeng 000011226 046__ $$k2008-10-12 000011226 100__ $$aOno, Yusuke 000011226 24500 $$aSPH Simulation for Seismic Behavior of Earth Structures 000011226 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering 000011226 260__ $$b 000011226 506__ $$arestricted 000011226 520__ $$2eng$$aThe earthquake response analysis of earth structures using the Smoothed Particle Hydrodynamics (SPH) was introduced in this paper. We showed that the corrective smoothed particle method (CSPM), which is a modified version of the conventional SPH, could achieve higher accuracy than the conventional SPH for earthquake response analysis. To illustrate this, three numerical simulations were carried out; the one dimensional elastic wave propagation problem with reflection, the earthquake response analysis of the one dimensional elastic soil and the two-dimensional elasto-plastic soil. Finally, we demonstrated the SPH simulation of the collapse behavior of an earth structure. 000011226 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb. 000011226 653__ $$asmoothed particle hydrodynamics, corrective smoothed particle method, earth structure and earthquake response analysis 000011226 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15 000011226 720__ $$aOno, Yusuke$$iNishida, Shingo$$iKiyono, Junji 000011226 8560_ $$ffischerc@itam.cas.cz 000011226 8564_ $$s341750$$uhttps://invenio.itam.cas.cz/record/11226/files/14-0145.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0145. 000011226 962__ $$r9324 000011226 980__ $$aPAPER