Parametric Study on the Seismic Response of Steel-Framed Buildings with Self-Centering Tension-Only Braces

Table 7

Summary of selected material properties.

Structural member		Material	Yield stress, (MPa)	Young’s modulus, (GPa)
Beam and column		Q345 steel	345	200
SC-TOB	HSS cable	Steel stranded wire	835	200
	PT tendon	AFRP	2267	74
BRB core		Q160LY steel	140	200