Sentence examples for reliability profile from inspiring English sources

All configurations are analyzed with regard to the associated reliability profile assuming non-ageing cell failure model.

In this scenario, it is preferable to have a conservative reliability profile given by the IV set, which is what we have done with the RDN AD above.

Concrete damage due to fatigue slightly affects reliability profile of non-strengthened section, while service life after strengthening is strongly related to fatigue damage in concrete.

As clearly shown in Fig. 10, the training set gives an overly optimistic reliability profile across STD, which stems from the natural tendency for overfitting, and also possibly due to the systematic bias for the external sets.

The concept of robust structural reliability profile for systems involving hybrid uncertainties is discussed, and then a new computational scheme, namely the unified interval stochastic reliability sampling (UISRS) approach, is proposed for assessing the safety of engineering structures.

Considering these three degradation factors, the time-dependent flexural reliability profile of a typical simple 15 m-span intermediate girder of a RC highway bridge is constructed under various traffic volumes and under different corrosion environments.

Thus, fatigue reliability profiles were generated, which accounted for different scenarios in terms of future changes in traffic and pavement temperature.

Finally reliability profiles for all investigated configurations are compared mutually and with standard requirements on the basis of mean time to failure statistics.

In this paper, we explore the correlation between satellite mass, considered here as a proxy for size, and satellite reliability, and we investigate whether different classes of satellites, defined in terms of mass, exhibit different reliability profiles.

The proposed methodology was illustrated considering actual monitoring outcomes from the Great Belt Bridge (Denmark) with reliability profiles developed for both 'baseline' and 'adverse' scenarios in the context of asset integrity management.

The study involves the selection of representative structures, formulation of limit state functions, development of load models, development of resistance models for corroded steel girders, development of the reliability analysis method, reliability analysis of selected bridges, and development of the time-dependant reliability profiles including deterioration due to corrosion.