000011256 001__ 11256
000011256 005__ 20141205155851.0
000011256 04107 $$aeng
000011256 046__ $$k2008-10-12
000011256 100__ $$aÖzhendekci, Devrim
000011256 24500 $$aDesigning Eccentrically Braced Steel Frames with Different Link Lengths along the Frame Height

000011256 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011256 260__ $$b
000011256 506__ $$arestricted
000011256 520__ $$2eng$$a12 eccentrically braced steel frames are designed according to LRFD (1999) and ASCE 7-05. Capacity-based design principles are based on AISC Seismic Provisions (2005). Some of the model frames have different link lengths along the height. Inelastic dynamic analyses of each of model frames are performed under 20 SAC ground motions with DRAIN-2DX. Each earthquake record for each frame is scaled by a coded program by modifying the DRAIN input files in an automated manner until one of the links reaches the code-based limit rotation angle, and the resultant scale factors are used for assessment of the frames’ inelastic behaviours. Effects of the different link lengths along the frame height on the frames’ seismic behaviours and weights are investigated. Push-over analyses of the designed frames are also performed with DRAIN-2DX in order to compare their displacement ductilities.

000011256 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011256 653__ $$aEccentrically braced steel frame, link length, inelastic analysis, ductility.

000011256 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011256 720__ $$aÖzhendekci, Devrim$$iÖzhendekci, Nuri
000011256 8560_ $$ffischerc@itam.cas.cz
000011256 8564_ $$s373372$$uhttps://invenio.itam.cas.cz/record/11256/files/05-01-0209.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0209.
000011256 962__ $$r9324
000011256 980__ $$aPAPER