000010023 001__ 10023
000010023 005__ 20141205154138.0
000010023 04107 $$aeng
000010023 046__ $$k2008-10-12
000010023 100__ $$aFurukawa, Sachi
000010023 24500 $$aSeismic Evaluation of Eccentrically Braced Steel Frames Designed by Performance-Based Plastic Design Method

000010023 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010023 260__ $$b
000010023 506__ $$arestricted
000010023 520__ $$2eng$$aThis paper discusses the influence of degrading hysteretic behavior of shear links and P-Delta effect on seismic response of steel Eccentrically Braced Frames (EBF). A 10-story example frame was designed by a newly developed Performance-Based Plastic Design (PBPD) methodology and current code method. The responses of the two frames under inelastic pushover and time history analyses are compared to evaluate the influence of strength degradation of shear links and the P-Delta effect.

000010023 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010023 653__ $$aPerformance-based plastic design (PBPD), Plastic design, EBF, Strength degradation, P-Delta effect, Seismic response 

000010023 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010023 720__ $$aFurukawa, Sachi$$iGoel, Subhash C.$$iChao, Shih-Ho
000010023 8560_ $$ffischerc@itam.cas.cz
000010023 8564_ $$s158062$$uhttps://invenio.itam.cas.cz/record/10023/files/05-01-0385.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0385.
000010023 962__ $$r9324
000010023 980__ $$aPAPER