000012351 001__ 12351
000012351 005__ 20141205160045.0
000012351 04107 $$aeng
000012351 046__ $$k2008-10-12
000012351 100__ $$aZhu, Songye
000012351 24500 $$aSeismic Design of Steel Concentrically Braced Frame System with Self-Centering Friction Damping Braces

000012351 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012351 260__ $$b
000012351 506__ $$arestricted
000012351 520__ $$2eng$$aThis paper concerns the seismic design procedure for a new type of steel concentrically braced frame system with a special type of bracing element termed self-centering friction damping brace (SFDB). This new seismic resistant system demonstrates a few desirable characteristics such as minimal residual drift and potential to be damage free after frequent and design basis earthquakes. A displacement-based design (DBD) approach using inelastic design spectra is adopted for the design of SFDB frame. Two design examples using the proposed design approach are presented in this study. The statistical responses indicate that the SFDB frames can achieve their target performance, and that SFDB frame has the potential to withstand several design level earthquakes without the need for repair or replacement of SFDBs if properly designed.

000012351 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012351 653__ $$aDamper, Design, Seismic response, Shape memory alloy, Steel frame

000012351 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012351 720__ $$aZhu, Songye$$iZhang, Yunfeng
000012351 8560_ $$ffischerc@itam.cas.cz
000012351 8564_ $$s163546$$uhttps://invenio.itam.cas.cz/record/12351/files/11-0019.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 11-0019.
000012351 962__ $$r9324
000012351 980__ $$aPAPER