Experimental Study on the Seismic Behavior of a Steel-Concrete Hybrid Structure with Buckling Restrained Braces

Table 1

Similarity coefficients of the specimen.

Parameter types	Length	Elastic modulus	Acceleration	Stress	Density	Mass	Period	Velocity
Equations	SL	SE	Sa	Sσ = SE	Sρ = SE/(SLSa)	Sm = SρSL^3	St = SL(SρSE^−1)^1/2	Sv = (SE/Sρ)^1/2
Values	0.1	0.60	1.58	0.60	3.80	0.004	0.28	0.40