Assessment of the Seismic Behavior of Eccentrically Braced Frame with Double Vertical Link (DV-EBF)
Abstract eng: In 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.
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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