An analytical model for inelastic cyclic response of eccentrically braced frame with vertical shear link (V-EBF). (December 2016)

• Record Type: Journal Article
• Authors: Bouwkamp, Jack; Vetr, Mohamad Ghasem; Ghamari, Ali
• Is Part Of: Case studies in structural engineering. Volume 6(2016:Dec.)
• Page Start: 31
• Page End: 44
• Publication Date: 2016-12
• Subjects: V-EBF -- Analytical -- Hysteresis -- Ductility -- Strain hardening -- Shear damper; Structural engineering -- Case studies -- Periodicals; 624.105
• DOI: 10.1016/j.csse.2016.05.002
• Languages: English
• ISSNs: 2214-3998

Abstract

Highlights: We have continued the past researches on strain hardening of EBFs. The tested models have been classified in three parts. A new analytical model with high accurate results have proposed. Our study is a new investigation on V-EBF. Abstract: Eccentrically Braced Frames (EBFs) have a capability of energy dissipation relying on horizontal link beams in main frame. Use of vertical link (V-EBF) enhances system performance; main frame damaged, easy replaces after earthquake, and it can be rehabilitated minor changes of existing structure. This paper describes experimental and analytical study of the V-EBF system. Experimental results showed that ultimate shear strength of vertical link is more than two times of yielding strength. In analytical model, Kinematic-Isotropic strain hardening for shear, and only Kinematic for moment, showed accurate results with an upper bound for yielding surface to the vertical link.