000011265 001__ 11265
000011265 005__ 20141205155852.0
000011265 04107 $$aeng
000011265 046__ $$k2008-10-12
000011265 100__ $$aÖztürk, T.
000011265 24500 $$aThe Effects of the Type of Slab on Structural System in the Multi-Storey Reinforced Concrete Buildings

000011265 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011265 260__ $$b
000011265 506__ $$arestricted
000011265 520__ $$2eng$$aIt becomes so important to know the behaviour of reinforced concrete, determine all possible earthquake loading effects on reinforced concrete buildings correctly and design the structural system so as to resist seismic effects. Correct determination of seismic load effects on the structural system is important not only in multi-storey buildings but also in general residential buildings. In this study, the effects of slab types on the behaviour of load carrying systems are analysed on multi-storey reinforced concrete buildings under seismic loads according to the rules and regulations of the current Turkish Earthquake Code (TEC). Slab openings in floor systems may cause irregularities in the horizontal plane according to the earthquake code. Analysis of the case in which the slab openings are formed very close to the vertical load carrying elements is also included in this study. The results obtained from all the analyses carried out and all the works done in this study are explained and summarized with diagrams.

000011265 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011265 653__ $$aSlabs, R/C building, earthquake code, seismic analysis

000011265 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011265 720__ $$aÖztürk, T.$$iÖztürk, Zübeyde
000011265 8560_ $$ffischerc@itam.cas.cz
000011265 8564_ $$s853544$$uhttps://invenio.itam.cas.cz/record/11265/files/05-01-0098.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0098.
000011265 962__ $$r9324
000011265 980__ $$aPAPER