Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure

Table 2

Similitude law.

Contents	Physical quantity	Similitude equation	Similitude law
Geometric relationship	Length		1/30
	Linear displacement		1/30
	Area		1/900
	Angular displacement	1	1
Material relationship	Elastic modulus		1/3.05
	Concrete strength		1/6.92
	Equivalent mass		1/13202.6
	Equivalent density		2.045
Dynamic relationship	Period		0.083
	Frequency		12.012
	Acceleration		4.81
	Acceleration of gravity		1
	Force		1/2745