Sentence examples for failures can be described from inspiring English sources

These types of failures can be described as events that lead to simultaneous failure of multiple components due to a common cause.

Cascade failures can be described as a sequence of failures in the power system that occur one after another and each failure occurs because of the consequences of the previous failures, e.g. a sequence of line trips due to violation of thermal limits.

Evidence is presented that bone failure can be described through a non-linear theory of fracture.

The possible of sensor failure can be described by unrelated random variables taking values on an interval, and the packet dropouts are described as a set of Bernoulli distributed white noises.

One of the most important features of micromechanical models, with respect to other global approaches to fracture, is that progressive damage and failure can be described only by parameters characteristic of the material and not of the geometry.

As a consequence of the unmet needs described above, the features of the ideal product in the setting of NNRTI failure can be described as follows.

The harmful metabolic effects of chronic hyperglycemia associated with the two core defects of T2DM, insulin resistance and partial β-cell failure, can be described as "glucose toxicity", which contributes in turn to further progression of β-cell dysfunction in a vicious cycle of glucose toxicity-induced pathogenesis [ 11, 12].

The failure map can be described by a simple mathematical expression to give a simple force-based criterion for combine loading of solder joints.

If the communication channel between sensors i and j is ( j, i ) ∈ E f, E f is the set of the communication channel which probably lost the signal, then the time-varying topologies under link failure or creation can be described by Markov switching topology.

The total collapse of the state marks the final, extreme phase of state failure, and very few states can be described as completely failed or collapsed.

An excessive load induced by pressure and bending leads to local buckling of a pipeline, while the failure behavior of local buckling can be described by the critical bending moment, critical compressive stress and the critical compressive strain.