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
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