Figures & data
Table 1. Bus model parameters human & seat
Table 2. Bus model parameters: sprung mass
Table 3. Bus model parameters suspension & unsprung mass
Figure 6. IRI value of the Bus lane 45 for every 100 m with four sections (I, II, III, IV) for further investigation (a) left-wheel track; (b) right-wheel track
![Figure 6. IRI value of the Bus lane 45 for every 100 m with four sections (I, II, III, IV) for further investigation (a) left-wheel track; (b) right-wheel track](/cms/asset/b6ebf209-f7fd-4e82-9fc3-3a646c3136a1/nmcm_a_1887276_f0006_oc.jpg)
Table 4. Levels of comfort corresponding to root-mean-square acceleration in ISO 2631–1
Figure 7. The frequency-weighted awz_simulation(t) and awz_measurement(t) at different sections for the right-wheel-track only
![Figure 7. The frequency-weighted awz_simulation(t) and awz_measurement(t) at different sections for the right-wheel-track only](/cms/asset/b5f4b75a-7a5f-45bc-9cf2-b4674ba36192/nmcm_a_1887276_f0007_oc.jpg)
Figure 8. Awz_simulation/awz_measurement ratios at different sections and the average ratios (standard deviation) (a) using both wheel tracks; (b) using only the right-wheel track where the field measurement was taken
![Figure 8. Awz_simulation/awz_measurement ratios at different sections and the average ratios (standard deviation) (a) using both wheel tracks; (b) using only the right-wheel track where the field measurement was taken](/cms/asset/c6a6dfa3-550f-4d93-ae66-dca35f0b951a/nmcm_a_1887276_f0008_oc.jpg)
Figure 9. The difference in response from transfer functions of IRI-QCS and QBM as temporal frequency (Hz) and spatial frequency (cycle/m)
![Figure 9. The difference in response from transfer functions of IRI-QCS and QBM as temporal frequency (Hz) and spatial frequency (cycle/m)](/cms/asset/1170f2b0-8b85-452b-8f7a-5bfcb9358c23/nmcm_a_1887276_f0009_oc.jpg)
Table 5. Comparison of output between different vehicle type modelling, in which simulated results from full-vehicle model is equivalent to the field-measured data