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The modification was based, taking into account the input heat exchange in the building as a function of time.
In the present study, response surface methodology and computational fluid dynamics were used to develop predictive models that described the homogeneity of the indoor environment of a naturally ventilated livestock building as a function of its geometry and ventilation configuration.
The technique was used to quantify the rate of removal of aggregate from a two-dimensional building as a function of the building parapet height and the wind speed.
The results establish the relationship between the variation of the collapse performance of the building as a function of each collapse indicator, and identify the range over which variation of the collapse indicator significantly influences collapse performance, as well as upper and lower bounds beyond which the indicator is not significant.
In this context, the model-based control method can be used and a predictive model can estimate the wind driven ventilation rate of a naturally ventilated dairy building as a function of the outdoor wind conditions and sizes of sidewall openings.
Figure 8 compares the total median whole-body dose in the building as a function of the UL usage, ranging from 0 s to 3600 s (1 h) for all scenarios.
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Neighborhood groups wanted a commitment to keep the building as a functioning museum.
The physical demands on firefighting personnel were investigated when using different types of hand-carried stair descent devices designed for the emergency evacuation of high rise buildings as a function of staircase width and evacuation urgency.
The physical demands on firefighting personnel were investigated when using different types of track-type stair descent devices designed for the emergency evacuation of high rise buildings as a function of staircase width and evacuation urgency.
Figure 3 Entry loss values for all buildings as a function of the elevation angle.
Fig. 9 Comparison of the variation of predicted rock-to-soil damage increment for class 3 buildings as a function of the structure-to-soil frequency ratio in the linear (blue) and nonlinear (red) cases, for four values of PGA and considering a velocity contrast c = 10.
More suggestions(15)
building as a catering
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