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

Table 3

Comparison of dimensions between the existing original frame and scaled-down specimen for structural tests.

Object of comparison	Dimensions (mm)
	Original frame	Specimen (scale is ~50% down)
Cross section of columns	500 × 800	250 × 400
Height of columns	3,000	1,500
Thickness of walls (support)	500	250
Length of walls (support)	2,200	1,100
Span	10,000	1,500
Cross section of Kagome damper	400 × 400	150 × 220
Height of Kagome damper	200	200