Research Article
Seismic Response and Evaluation of SDOF Self-Centering Friction Damping Braces Subjected to Several Earthquake Ground Motions
Figure 12
Maximum displacement () for individual SFDB models under 40 ground motions with different SFs.
(a) 10% in 50-year ground motions with 0.5 Scale Factor |
(b) 10% in 50-year ground motions with 1.0 Scale Factor |
(c) 2% in 50-year ground motions with 0.5 Scale Factor |
(d) 2% in 50- year ground motions with 1.0 Scale Factor |