000006598 001__ 6598
000006598 005__ 20141203092239.0
000006598 04107 $$aeng
000006598 046__ $$k2012-09-24
000006598 100__ $$aBi, K.
000006598 24500 $$aNon-linear 3D FEM Pounding Analysis of a Bridge Structure to Multi-Component Spatially Varying Ground Motions

000006598 24630 $$n15.$$pProceedings of the 15th World Conference on Earthquake Engineering
000006598 260__ $$b
000006598 506__ $$arestricted
000006598 520__ $$2eng$$a

000006598 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000006598 653__ $$a, paper No. 2134.

000006598 7112_ $$a15th World Conference on Earthquake Engineering$$cLisbon (PT)$$d2012-09-24 / 2012-09-28$$gWCEE15
000006598 720__ $$aBi, K.$$iHao, H.$$iRen, W.
000006598 8560_ $$ffischerc@itam.cas.cz
000006598 8564_ $$s1043853$$uhttp://invenio.itam.cas.cz/record/6598/files/WCEE2012_2134.pdf$$yOriginal version of the author's contribution as presented on CD, paper No. 2134.
000006598 962__ $$r5122
000006598 980__ $$aPAPER