Research Article
Shake Table Response of Unreinforced Masonry and Reinforced Concrete Elements of Special Moment Resisting Frame
| Item | General case | Scale factor |
| Length, l | λl = lp/lm | 2.00 | Area, A | λA = Ap/Am = lp2/lm2 = λl2 | 4.00 | Volume, V | λV = Vp/Vm = lp3/lm3 = λl3 | 8.00 | Moment of inertia, I | λI = lp4/lm4 = λl4 | 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 |
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