000009924 001__ 9924
000009924 005__ 20141205153207.0
000009924 04107 $$aeng
000009924 046__ $$k2008-10-12
000009924 100__ $$aEbrahimian, Hamed
000009924 24500 $$aA Probabilistic Performance-Based Approach for Seismic Design of Buckling-Restrained-Braced Frames (BRBF)

000009924 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009924 260__ $$b
000009924 506__ $$arestricted
000009924 520__ $$2eng$$aIn this paper the principles of a proposed method for probabilistic performance-based seismic design (PPSD) are presented. The probabilistic design approach is proposed for traditional performance-based seismic design method using fragility-design curves. The PPSD method can be used for seismic evaluation and design of any structure. The PPSD procedure and its capabilities are illustrated for designing of a 5-story BRB frame. The PPSD can provide a thorough representation of conservatism and economics of a design for different performance levels assigned to a range of design measures.

000009924 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009924 653__ $$aProbabilistic performance-based seismic design, Buckling-restrained-braced frame (BRBF), Fragility curve, Damage index

000009924 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009924 720__ $$aEbrahimian, Hamed$$iBanan, Mohammad-Reza$$iBanan, Mahmoud-Reza
000009924 8560_ $$ffischerc@itam.cas.cz
000009924 8564_ $$s162214$$uhttps://invenio.itam.cas.cz/record/9924/files/05-05-0098.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0098.
000009924 962__ $$r9324
000009924 980__ $$aPAPER