000012763 001__ 12763
000012763 005__ 20160920162644.0
000012763 04107 $$aeng
000012763 046__ $$k2016-09-05
000012763 100__ $$aBredean, L.A.
000012763 24500 $$aAdvanced numerical models in the analysis of RC slabs under small and large displacements: FEM and AEM

000012763 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012763 260__ $$bTaylor and Francis Group, London, UK
000012763 506__ $$arestricted
000012763 520__ $$2eng$$aAn experimental approach offers precise marks in the comprehension of RC slabs behavior with the main drawback of increased costs in terms of time, human and logistic resources, etc. On the other hand, a numerical investigation allows insights of the studied phenomenon that cannot be obtained experimentally. Analyzing the slabs behavior in small and large displacements domain is an essential demand when assessing the PC risk of structures. Numerical studies regarding the slabs behavior available in technical literature adopt simplified approaches. The aim of the current studies is to identify and validate efficient numerical models capable to accurately reproduce the RC slabs behavior in small and large displacement domain.

000012763 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012763 653__ $$a

000012763 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012763 720__ $$aBredean, L.A.$$iBotez, M.D.$$iIoani, A.M.
000012763 8560_ $$ffischerc@itam.cas.cz
000012763 8564_ $$s2601256$$uhttps://invenio.itam.cas.cz/record/12763/files/211.pdf$$yOriginal version of the author's contribution as presented on CD, 211.pdf.
000012763 962__ $$r12552
000012763 980__ $$aPAPER