Table 4 Peak acceleration responses of the experimental and numerical studies.

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

 

RBC (m/s2)

NC-C (m/s2)

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

Error (%)

Shaking table tests of the reference RC columns by Xue & Shinozuka21

18.64

13.73

0.737

11.67

Finite element analysis of the RC frames developed in this study

18.24

15.02

0.823

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