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

Figure 8

Force and displacement curves for individual SFDB models under the LA13 ground motion with 0.5 SF.

(a) Case model under LA13 with 0.5 SF

(b) Case model under LA13 with 0.5 SF

(c) Case model under LA13 with 0.5 SF

(d) Case model under LA13 with 0.5 SF

(e) Case model under LA13 with 0.5 SF