Advances in Materials Science and Engineering / 2015 / Article / Fig 7

Research Article

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

Figure 7

Displacement versus time curves for the SFDB model (Case ) under representative ground motions with Scale Factors (SFs).
(a) Case model under LA13 with 0.5 SF
(b) Case model under LA28 with 0.5 SF
(c) Case model under LA13 with 1.0 SF
(d) Case model under LA28 with 1.0 SF