Advances in Materials Science and Engineering / 2015 / Article / Fig 15

Research Article

Seismic Response and Evaluation of SDOF Self-Centering Friction Damping Braces Subjected to Several Earthquake Ground Motions

Figure 15

Recentering ratios (RR) 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