Shock and Vibration / 2018 / Article / Tab 6

Research Article

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

Table 6

Coefficients of function of .

Test membersCoefficients of the function

Z-1, Z-2, Z-3−60.0244.5−6.2e − 8−0.01−0.88
J-1, J-2, J-3−3.60.00882.59−3.887e − 70.0001−0.5
M-1, M-2, M-3−1.4760.01130.84−1.2e − 9−0.003−0.149
Z-4, Z-5, Z-6−1.60.0121.1−2.43e − 7−0.0059−0.18
J-4, J-5, J-6−4.7350.0192.97−1.3e − 7−0.006−0.48
M-4, M-5, M-6−0.2080.002−0.04−1.2e − 9−1.9e − 200.014
Z-7, Z-8, Z-90.320.0011−0.37−2.7e − 8−0.000340.08
J-7, J-8, J-9−0.16−0.00150.18−1.711e − 70.001−0.078
M-7, M-8, M-9−0.1850.0019−0.023.6e − 91.2e − 60.003

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