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

Figure 16

Lateral response load-displacement relationships of the PD-FK specimen strengthened with the KDEC system during pseudodynamic test: (a) 200 gal and (b) 300 gal.

(a)

(b)