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The floor height of the model frame was 1100 mm.
Vertical and horizontal displacement transducers and steel stain gauges were used in the model frame test.
The model frame was placed at the center of the testing chamber using the templates.
Static vertical loads were applied on the model frame with plinth beam by placing weights on the hangers.
Static vertical loads were applied on the model frame with geotextile as plinth beam by placing weights on the hangers.
The floor plan details of the reinforcement and cross-sectional dimensions that were used in the model frame are shown in Fig. 2.
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Because in MLTS or template compression the template representative frames were no longer labeled by the best-fit GMMs, the LLR distance that contrasted the model-frame fit became ineffective in comparison with the KL distance that measures the distance between GMMs.
The model improves the prediction capabilities of fuel flow patterns in the existing model frame for conventional and especially renewable fuels, such as biomass.
Several new features were added to the existing model frame in order to successfully simulate the large scale unit.
Table 1 presents details about the structural members selected for the seven-story model frame with inverted V braces.
The classifier uses three input data: the input frames, a foreground mask, and the corresponding background model frame.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com