Shock and Vibration / 2018 / Article / Tab 3

Research Article

Experiment on Natural Frequency Change of Reinforced Concrete Members under Low Cycle Loading

Table 3

Harmonic vibration loading scheme.

PeriodAmplitude
A = 30 mmA = 24 mmA = 18 mm

T = 1.875 sZ-1/J-1/M-1Z-4/J-4/M-4Z-7/J-7/M-7
T = 2.4 sZ-2/J-2/M-2Z-5/J-5/M-5Z-8/J-8/M-8
T = 3.0 sZ-3/J-3/M-3Z-6/J-6/M-6Z-9/J-9/M-9

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