000010122 001__ 10122
000010122 005__ 20141205154145.0
000010122 04107 $$aeng
000010122 046__ $$k2008-10-12
000010122 100__ $$aGreeshma, S
000010122 24500 $$aSeismic Behaviour of Shear Wall-Slab Connection

000010122 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010122 260__ $$b
000010122 506__ $$arestricted
000010122 520__ $$2eng$$aReinforced concrete structures are largely employed in engineering practice in a variety of situations and applications. In most cases these structures are designed following simplified procedures based on experimental data. Although traditional empirical methods remain adequate for ordinary design of reinforced concrete members, the development of the finite element method have provided means for analysis of much more complex systems in a much more realistic way. The main obstacle to finite element analysis of reinforced concrete structures is the difficulty in characterizing the material properties. Much effort has been spent in search of a realistic model to predict the behaviour of reinforced concrete structures. Due mainly to the complexity of the composite nature of the material, proper modeling of such structures is a challenging task. The objective of this work is to explore the various detailing, adopted for the connection of shear wall to floor slab. It reports the results of analyses performed using the reinforced concrete model of the general purpose finite element code ANSYS (Version10). Its reinforced concrete model consists of a material model to predict the failure of brittle materials, applied to a three dimensional solid element in which reinforcing bars may be included. The material is capable of cracking in tension and crushing in compression. This paper presents the results of the three-dimensional non-linear finite element analysis of the shear wall-slab connection under seismic loading.

000010122 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010122 653__ $$aConcrete, Seismic loading, Non linear Analysis

000010122 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010122 720__ $$aGreeshma, S$$iJaya, K.P
000010122 8560_ $$ffischerc@itam.cas.cz
000010122 8564_ $$s185242$$uhttps://invenio.itam.cas.cz/record/10122/files/14-0059.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0059.
000010122 962__ $$r9324
000010122 980__ $$aPAPER