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For cases with unemployment spells, the panel weight of the first panel wave with a record of unemployment is used.
A design of composite panels which can provide a reduction in panel weight as well as enhance the bending stiffness, is introduced in this paper.
A strength-based optimisation problem is formulated for predicting the optimum values of the panel dimensions that would produce minimum panel weight when subjected to bending.
Design maps are shown for a wide range of loading that can be used to calculate the minimum panel weight and the corresponding values of the geometric parameters.
This sampling weight is for the fourth follow-up complete panel weight for respondents at all five NELS:88 data collection points.
The sandwich-structured composites with the wood strands in the face layer (40 wt.% of the panel weight) and the rice husk particles in the core layer (60 wt.% of the panel weight) can be evaluated as a substitute for the strandboards in structural applications.
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This is so because panel weighting is not within the scope of the present study.
For the censored cases without unemployment spells up to TREE wave 7 (end of the observation period), we employ the panel weights of this wave.
We used two main panel weights for the purposes of the six main analyses in this article: C245CW0 and C56CW0.
For this reason we checked to see how the results would have differed if the complexities of panel weights, replication weights, the jackknife method, special software, and the efforts to obtain a representative weighted sample were simply ignored.
Detailed population models and reference panel weighting schemes may provide modest accuracy improvements in the short term, but we expect that the power gains from such developments will seldom justify the added computational costs.
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