Research Article
Energy-Based Seismic Design Method for EBFs Based on Hysteretic Energy Spectra and Accumulated Ductility Ratio Spectra
Figure 10
Inelastic activity of the 10-story V-EBF at a roof drift ratio of (a) 1.05% and (b) 2% (: yielding in link and : plastic hinge).
(a) |
(b) |