Seismic Strengthening Effects Based on Pseudodynamic Testing of a Reinforced Concrete Building Retrofitted with a Wire-Woven Bulk Kagome Truss Damper

Figure 11

Cracks that appeared in the PD-F specimen during pseudodynamic testing: (a) 2.7 s with lateral displacement of 12 mm in 200 gal, (b) the final stage (4 s) in 200 gal, (c) 2.12 s with lateral displacement of −28.7 mm in 300 gal, and (d) the final stage (4 s) in 300 gal.

(a)

(b)

(c)

(d)