Experimental Study on an Innovative Hollow Concrete Floor System Assembled with Precast Panels and Self-Thermal-Insulation Infills

Table 3

Similarity constant of the specimen.

	Parameter	Dimension	Similarity relationship
Material properties	Strain, σ	FL^−2	SE = Sσ = 1
	Stress, ε	—	1
	Elastic modulus, E	FL^−2	SE = 1
	Passion’s ratio, υ	—	1
Geometry	Length, l	L	Sl = 1/2
	Displacement, χ	L	Sχ = Sl = 1/2
	Angular displacement, θ	—	1
	Area, A	L^2	SA =  = 1/4
	Moment of inertia, I	L^4	SI =  = 1/16
Load	Concentrated load, P	F	Sp =  = 1/4
	Line load, ω	FL^−1	Sω = SESl = 1/2
	Area load, q	FL^−2	Sq = SE = 1
	Moment, M	FL	SM =  = 1/8