Shock and Vibration / 2019 / Article / Tab 2

Research Article

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

Table 2

Similitude law.

ContentsPhysical quantitySimilitude equationSimilitude law

Geometric relationshipLength1/30
Linear displacement1/30
Area1/900
Angular displacement11
Material relationshipElastic modulus1/3.05
Concrete strength1/6.92
Equivalent mass1/13202.6
Equivalent density2.045
Dynamic relationshipPeriod0.083
Frequency12.012
Acceleration4.81
Acceleration of gravity1
Force1/2745

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