Investigation on the behaviour and performance of replaceable inverted-Y dissipation device in eccentric braced frame steel structures

Author:

Pratiwi Naomi,Moestopo Muslinang,Kusumastuti Dyah,Suarjana Made

Funder

Indonesian Endowment Fund for Education

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference21 articles.

1. ABAQUS. (2019). User manual. Karlsson and Sorensen Inc.

2. AISC/ANSI 341–16 2016 Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction.

3. Bouwkamp, et al. (2016). An analytical model for the inelastic cyclic response of eccentrically braced frame with vertical shear link (V-EBF). Case Study in Structural Engineering, 6, 31–44.

4. Bruneau, M., Uang, C., & Sabelli, R. (2011). Ductile Design of Steel Structures (2nd ed.). McGraw-Hill.

5. Chan, et al. (2009). Evaluation of yielding shear panel device for passive energy dissipation. Journal of Construction Steel Research, 65, 260–268.

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