Shaking Table Test for Evaluating the Seismic Performance of Steel Frame Retrofitted by Buckling-Restrained Braces

Figure 19

Comparison of maximum strains for these two specimen under different earthquake waves. (a) El Centro wave. (a1) Column. (a2) Beam. (b) Kobe wave. (b1) Column. (b2) Beam. (c) Taft wave. (c1) Column. (c2) Beam.

(a)

(b)

(c)