Quasi-Static Cyclic Test on a Concrete-Encased Frame-Reinforced Concrete Tube Building Model

Table 1

Similarity relationship of the model.

Physical quantity	Dimensions	Ratio of similitude
Length	L	= 1/5
Young's modulus	FL^−2	= 1
Mass	FT^2L^−1	= 1/25
Stress	FL^−2	= 1
Time	T	=
Poisson ratio	1	= 1
Force	F	=1/25