000011363 001__ 11363
000011363 005__ 20141205155903.0
000011363 04107 $$aeng
000011363 046__ $$k2008-10-12
000011363 100__ $$aPopovski, Marjan
000011363 24500 $$aForce Modification Factors and Capacity Design Procedures for Braced Timber Frames

000011363 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011363 260__ $$b
000011363 506__ $$arestricted
000011363 520__ $$2eng$$aThe work presented in this paper is part of a research project conducted at FPInnovations Forintek with objective to quantify the seismic behaviour of braced timber frames with timber riveted connections. Results are presented from monotonic and cyclic tests conducted on diagonal brace members with riveted connections on both ends. Based on the results from the cyclic tests, non-linear analytical models were developed for diagonal brace members as well as for the entire braced frames. Using the DRAIN 2DX computer program, a series of non-linear static and time history dynamic analyses were performed. The acceleration records used for the analyses were chosen to satisfy the seismic zonal parameters for Vancouver, BC, Canada. Parameters that influence the seismic behaviour of braced timber frames are discussed, including estimates of the newly introduced ductility-based force modification factors (Rd factors) in the 2005 edition of the National Building Code of Canada (NBCC). Finally, the paper provides some guidelines on implementation of capacity design procedures for braced timber frames.

000011363 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011363 653__ $$aBraced timber frames, Timber rivets, Capacity design, Seismic modification factors, Timber rivet connections

000011363 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011363 720__ $$aPopovski, Marjan$$iKaracabeyli, Erol
000011363 8560_ $$ffischerc@itam.cas.cz
000011363 8564_ $$s392679$$uhttps://invenio.itam.cas.cz/record/11363/files/S12-003.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S12-003.
000011363 962__ $$r9324
000011363 980__ $$aPAPER