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The paper addresses the problem of efficiently designing structural systems subject to reliability constraints imposed at both serviceability and ultimate limit states.
The investigations show that the proposed method can effectively decrease the structural total weight subject to reliability frequency constraints, displacement constraints and inter-story drift constrains.
The optimal shape is computed by minimizing a robust estimate of the drag coefficient subject to reliability constraint for the lift coefficient.
Nevertheless, AIS is subject to reliability and manipulation issues; indeed, the received reports can be unintentionally incorrect, jammed or deliberately spoofed.
As an application of this duality, we propose two formulations for the sensor network design problem viz., maximization of the network reliability subject to precision constraints and minimization of the network variance subject to reliability constraints.
In this work, we propose an allocation scheme that minimizes the response time and cost of the solution subject to reliability and availability constraints in terms of expected value.
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The results were subjected to reliability and validity analyses.
An initial pool of 34 items was subjected to reliability and item analyses with 282 participants.
Importantly, both instruments have been subjected to reliability and validity evaluation.
The scales were subjected to reliability and validity testing, and factor analysis was used to reduce the number of items in some scales.
It has not been subjected to reliability testing.
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