A Simplified Model for Dynamic Response Analysis of Framed Self-Centering Wall Structures under Seismic Excitations

Figure 17

Dynamic responses of the FSCW structure under seismic excitations. (a) Time-history curve of the rotation angle of the wall; hysteresis curve of (b) the left damper, (c) the right damper, and (d) the frame.

(a)

(b)

(c)

(d)