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They maximize the reward by solving a sequence of probability matching problems, where the task parameters are chosen at each step to match a fictitious distribution determined by the average rewards experienced on the previous steps.
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The mass conservation is guaranteed by enforcing a mass conserving rule in the construction of the fictitious equilibrium distribution part.
In essence random-effect model exchanges questionable homogeneity assumption for a fictitious random distribution of effects.
The approach was based on simulating a point support on free edges as a zero of a flexibility function, representing a fictitious elastic restraint distribution over the free edge.
The basis and formulation of a new approach, namely, the flexibility function approach based on simulating point supports on free edges as zeros of a flexibility function representing a fictitious elastic restraint distribution over the edges, was recently presented [1,2].
The approach was based on simulating a point support on a free edge as a zero of a flexibility function, representing a fictitious elastic restraint distribution over the free edge.
The approach is based on simulating a point support on free edges as a zero of a flexibility function, representing a fictitious elastic restraint distribution over the free edge, with explicit satisfaction of the compatibility conditions at the point support location.
A new approach for the simulation of point supports as zeroes of a flexibility function representing a fictitious positive elastic restraint distribution over the boundary was presented in an earlier study, concerned mainly with rectangular plates with symmetric point supports.
Using the concept of the analog equation, the two coupled non-linear hyperbolic differential equations with variable coefficients are replaced by two uncoupled linear ones pertaining to the axial and transverse deformation of a substitute beam with unit axial and bending stiffness, respectively, under fictitious time-dependent load distributions.
A linearly varying cohesive stress distribution is assumed in the fictitious crack zone, which gives rise to cohesion toughness as a part of total toughness of the cracked body.
The limit in the sense of finite dimensional distribution is the fictitious infinite dimensional Haar measure.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com