Shake Table Response of Unreinforced Masonry and Reinforced Concrete Elements of Special Moment Resisting Frame

Table 1

Scale factors.

Item	General case	Scale factor
Length, l	λl = lp/lm	2.00
Area, A	λA = Ap/Am = lp^2/lm^2  = λl^2	4.00
Volume, V	λV = Vp/Vm = lp^3/lm^3  = λl^3	8.00
Moment of inertia, I	λI = lp^4/lm^4  = λl^4	16.00
Linear displacement, D	λD = lp/lm = λl	2.00
Angular displacement, Θ	λΘ = 1	1.00
Curvature, k	λk = 1/λl	0.50
Modulus of elasticity, E	λE = Ep/Em = 1	1.00
Stress, σ	λσ = σp/σm = λE [σ = E]	1.00
Strain, ε	λε = 1	1.00
Mass, Sm	λm = λQ/λa	4.00
Concentrated load, Q		4.00
Shear force, V		4.00
Moment, M		8.00
Acceleration, a	λa = 1	1.00