Experimental Study on the Seismic Behavior of a Steel-Concrete Hybrid Structure with Buckling Restrained Braces

Figure 20

Peak strains of the braced frame and steel frame. (a) Sequence number from 26 to 28. (b) Sequence number from 38 to 40. (c) Sequence number from 54 to 56.

(a)

(b)

(c)