64 K. Demirlioglu et al. Fig . 6. 9 The road roughness profile generated for Class A Fig. 6.10 FFT spectra of the benchmark model, including the road roughness profile (a ) 0–10 Hz; (b ) 15–20 Hz; (c ) 35–40 Hz Fig. 6.11 Comparison of mode shapes in the presence of road surface roughness (a ) 1 st mode; (b ) 2 nd mode
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