Research on the Seismic Performance of Straw Panel-Infilled Concrete Frame by Shaking Table Test

Table 1

Designed similitude of the model.

Type	Physical properties	Dimension	Similitude	Similarity constant
Material features	Stress	FL^−2		1
	Modulus of elasticity	FL^−2		1
	Mass density	FT^2L^−4		3
Geometrical features	Length	L		1/3
Dynamic features	Mass	FL^−2T^2		1/9
	Stiffness	FL^−1		1/3
	Acceleration	LT^−2		1