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[en] The paper deals with the numerical simulation of the triple blast test performed at Paks NPP. A detailed background analysis was carried out to complete the geological and geotechnical properties and, consequently, special frequency dependent soil stiffnesses have been evaluated. The structural model (3D) allowed a very refined result presentation in terms of profiles of displacements and forces at different elevations, for direct comparison with the experimental output. (author)
Source
International Atomic Energy Agency, Vienna (Austria); 467 p; ISSN 1011-4289; 
; Mar 2001; p. 275-287; SMiRT-14 post conference seminar no. 16 on seismic evaluation of existing nuclear facilities; Vienna (Austria); 25-27 Aug 1997; 4 refs, 17 figs, 3 tabs
; Mar 2001; p. 275-287; SMiRT-14 post conference seminar no. 16 on seismic evaluation of existing nuclear facilities; Vienna (Austria); 25-27 Aug 1997; 4 refs, 17 figs, 3 tabs