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

Table 5

Results of mechanical characterizations of test specimens following the cyclic loading test.

Specimen	Load direction	Yield shear strength; (kN)	Maximum shear strength; (kN)	Displacement at the yield point; (mm)	Displacement at the maximum point; (mm)	Failure mode
CL-F	Positive	468	530	12.5	25	Flexural failure
	Negative	−462	−531	−12.3	−24.5
CL-FK	Positive	486	575	12.5	25.2	Flexure
	Negative	−485	−570	12.1	24.3