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

Figure 10

Force and displacement curves for individual SFDB models under the LA28 ground motion with 0.5 SF.

(a) Case model under LA28 with 0.5 SF

(b) Case model under LA28 with 0.5 SF

(c) Case model under LA28 with 0.5 SF

(d) Case model under LA28 with 0.5 SF

(e) Case model under LA28 with 0.5 SF