000010378 001__ 10378
000010378 005__ 20141205155721.0
000010378 04107 $$aeng
000010378 046__ $$k2008-10-12
000010378 100__ $$aJankovic, Srdjan
000010378 24500 $$aDetermining Interstorey Drift Capacity of R/C Frame Building

000010378 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010378 260__ $$b
000010378 506__ $$arestricted
000010378 520__ $$2eng$$aIn most current seismic codes the criterion of whether the performance objective for a certain level of behaviour has been met is usually given by means of seismic response parameter defined at the level of the storey such as the maximum inter-story drift ratio IDR max . On the other side, in order to estimate the colapse state for structures exposed to strong earthquake motions which apart from the elatic domain enter also in to the plastic domain of behaviour, it is necessary to know also deformations capacity at the places of plasticity, i.e. capacity of plastic hinges θ max . This paper will show a method of determining capacity IDR max by means of local parameters of seismic response: plastic rotation capacity, θ pu and damage index, DI. The relations between IDR max on one side and θ pu and DI on the other are established by means of non-linear dynamic analyses of 4, 6, 8 and 12- storey RC frames designed according to the EC8.

000010378 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010378 653__ $$acapacity, maximum inter-story drift ratio, reinforced concrete frame, damage index

000010378 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010378 720__ $$aJankovic, Srdjan$$iStojadinovic, Bozidar
000010378 8560_ $$ffischerc@itam.cas.cz
000010378 8564_ $$s304731$$uhttps://invenio.itam.cas.cz/record/10378/files/05-01-0417.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0417.
000010378 962__ $$r9324
000010378 980__ $$aPAPER