Seismic Response and Vibration Reduction Analysis of Suspended Structure under Wave Passage Excitation

Table 1

Similarity coefficient of the test model.

Physical quantity	Dimensions	Ratio of similitude
Length	L	= 1/20
Elastic modulus	FL ^−2	= 1/5
Stress	FL ^−2	= 1/5
Gravity density	FT ^2 L ^−1	= 2.67
Time	T	= 1/5.48
Poisson ratio	—	= 1
Acceleration	LT^−2	= 1.5
Velocity	LT^−1
Frequency	T^−1
Strain	—	= 1
Stiffness	FL ^−1