Table 3 First mode frequencies of the experimental and numerical studies.

From: Improving damping capabilities in low-rise frames using reinforced rubberized concrete: A comprehensive study

 

RBC (Hz)

NC-C (Hz)

\(\frac{\mathbf{R}\mathbf{B}\mathbf{C}}{\mathbf{N}\mathbf{C}-\mathbf{C}}\)

Error (%)

Reference RC columns by Xue & Shinozuka21

5.65

7.85

0.720

10.8

RC frames developed in this study

1.86

2.33

0.798

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