000011614 001__ 11614
000011614 005__ 20141205155929.0
000011614 04107 $$aeng
000011614 046__ $$k2008-10-12
000011614 100__ $$aShayanfar, Mohsenali
000011614 24500 $$aAssessment of the Seismic Behavior of Eccentrically Braced Frame with Double Vertical Link (DV-EBF)

000011614 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011614 260__ $$b
000011614 506__ $$arestricted
000011614 520__ $$2eng$$aIn this paper, first, the design of eccentrically braced frame with double vertical link is explained. It is worth noting that the base of the design principals for such frames is the corresponding requirements governed on the design of eccentric frames with single horizontal and vertical links. Then, the stability of one-floor frames with double links is investigated. Furthermore, hysteresis behavior of selected frame samples will be studied. The result of this research reveals proper behavior of the proposed details for the purpose of earthquake resistant design of new buildings and the seismic rehabilitation of the existing structures.

000011614 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011614 653__ $$aEccentrically Braced Frame, Double Vertical Link, Hysteresis Behavior, Seismic Rehabilitation

000011614 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011614 720__ $$aShayanfar, Mohsenali$$iRezaeian, Alireza$$iTaherkhani, Sina
000011614 8560_ $$ffischerc@itam.cas.cz
000011614 8564_ $$s1214284$$uhttps://invenio.itam.cas.cz/record/11614/files/05-06-0050.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-06-0050.
000011614 962__ $$r9324
000011614 980__ $$aPAPER