Research Article

Experimental and Analytical Investigation Based on 1/2 Scale Model for a Cleanroom Unit Module Consisting of Steel Section and Reinforced Concrete

Table 4

Comparison of the simulated and measured frequencies.

ModeFrequencies by an experimental test (Hz)⁢Frequencies simulated without
⁢the consideration for the stiffness of rebars
⁢Frequencies simulated with
⁢the consideration for the stiffness of rebars
(Hz)Error rate (%)(Hz)Error rate (%)

1st16.2513.9016.9116.110.87
2nd27.7533.8017.9027.341.50
3rd30.5039.5022.7831.252.40