Research Article

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

Table 3

Actual input motion simulated in different phases of experiment.

Testing phaseFrequencies (Hz)Duration of each frequency (sec)Amplitude (mm)

Test Run-10.50, 1.00, 1.52, 2.08, 2.60, 3.12,253.00
Test Run-20.5, 1.00, 1.52, 2.08, 3.12, 4.12, 5.16, 6.25, 7.20, 7.60253.00
Test Run-30.44, 1.04, 1.32, 1.58, 1.82, 2.08, 2.40, 2.65, 2.87, 3.16, 3.43, 3.69, 4.00, 4.16, 4.21, 4.52, 4.72, 4.95, 5.18, 5.45, 5.77, 6.00, 6.22, 6.52, 6.80, 7.00, 7.25, 7.52, 7.80, 7.96, 4.20, 4.27, 5.23254.00