STUDI PERILAKU LINK PENDEK, LINK MENENGAH DAN LINK PANJANG PADA STRUKTUR BAJA SISTEM EBF

Jusuf Wilson Meynerd Rafael
Budi Suswanto

Journal of Civil Engineering
Vol. 32 No. 1 (2017)

The paper disccuses an analysis study on the design of Eccentrically Braced Frame (EBF) i.e. short link,intermediate link and long link) with K-Braces-type Split 1 floor. The analysis is performed by using ABAQUS with staticmonotonic loading in a single structure (frame). Each element of the frame is modeled as sholid 3D with connections to everyelement in the form of tie constraints and given fixed on each base of the column as a boundary condition. All three models ofthe frame has been analyzed in accordance with the AISC 2010 provisions and then compared the behavior of each of thesemodels. The results indicate that the short link model considered in this study have on a higher over strength value and usedas a proposed model when compared to intermediate link and long link model. It is stated by the failure mechanism as well,the failure is well-occurred in the short link condition than the other models.