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The velocity profile and the wind pressure coefficient distribution are similar at inlet and building height, but there is a significant difference at the windward side as shown in Fig. 12, Fig. 13 and Fig. 14. The higher magnitude of negative pressure in the windward side can be seen in Fig. 14 and Fig. 15.
For lower frequency strain, strain magnitude/duration is not an important factor in stimulating bone formation due to the reason of low strain amplitude. However, for higher frequencies, the threshold for bone formation is known to increase with strain magnitude and duration. Strain magnitude and frequency can be used to regulate the threshold for bone formation, which is clinically relevant for assessment of bone load physiology.
In Fig. 10, where the effect of porosity on the wind pressure distribution is shown, it can be noticed that when porosity is considered, negative pressure is significantly increased in the right side of the building model with porosity values, but it is not significantly increased in the left side of the building model. This is due to the fact that when porosity increases, there is less solid material available and the wind movement is restricted causing increase in negative pressure. The higher magnitude of negative pressure in right of the building model is due to the fact that the velocity magnitude is higher in the right side of the building model.
For the considered wind velocity in the study, the velocity profile is symmetrical around the building model as shown in Fig. 11. So, when the wind is coming from the left side, the velocity magnitude is also higher in the left side of the building model. This is because when the wind is coming from the left, the wind velocity has increased due to the wake of building and the higher velocity on the left side has caused the velocity profile to be more symmetrical around the building model.
From Fig. 13, it can be observed that the maximum magnitude of pressure coefficients are higher with the increased number of nodes. For a flat roof form, the magnitude of pressure coefficients of roof top and roof form with a lobby area are almost same.
The magnitude of CFD simulation has been compared with wind tunnel experiment for flat roof form in Fig. 11. It can be noticed that the magnitude of pressure coefficients of CFD simulation is lesser than the wind tunnel experiment (Verma et al. 2015b).
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