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The calculated results obtained from design equation and kinetic model were in good agreement with experimental data.
The validated model, subjected to fluctuating wind loads obtained from design storms of different durations along with the stochastically sampled connection parameters established from experiments, was used to estimate the probability of roof failures of a gable roof building.
The experimental results were then compared with results obtained from design rules, as given in the relevant European standards, to determine the racking performance of the walls, and are discussed in the paper.
VLF NLC were formulated based on optimized formula obtained from design space which gave experimental values for CQA (Size: 77.08 ± 3.45 nm, PDI: 0.234 ± 0.062 and %EE: 81.33 ± 3.05).
The quadratic model regression equations were obtained from Design Expert Software as shown in Eqs.
Obtained from design of experiments (DOE), the main effect plot of rotational and traverse speed for impact strength is shown in Fig. 7.
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Codes of length n2 and dimension 2n−1 or 2n−2 over the field Fp, for any prime p, that can be obtained from designs associated with the complete bipartite graph Kn,n and its line graph, the lattice graph, are examined.
Operational data were obtained from designed experiments for a PEM fuel cell for training, testing, and validating the hybrid model, and a model training procedure was presented for determining the model coefficients and hyper-parameters of the hybrid model.
When considering the complexity of the mixture design, this difference is deemed to be sufficiently small and the model was thus still considered fit for use. Figure 5 depicts the scatter plot obtained from Design-Expert® for comparison of the predicted- and measured freeze points of model (9).
The design shear strength obtained from the design code (KHBD 2005; AASHTO 2007) is conservative for the design example.
The design shear strengths obtained from the design code KRBDC (MCT 2005) are conservative for the column specimen.
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