Sentence examples for existing reinforcement from inspiring English sources
Existing reinforcement learning (RL) models are silent about these tasks, because they lack any notion of vigor.
We also clarify the relationship between an existing reinforcement learning algorithm and our method.
RLlib implements a collection of distributed policy optimizers that make it easy to use a variety of training strategies with existing reinforcement learning algorithms written in frameworks such as PyTorch, TensorFlow, and Theano.
All of these results have precursors in the existing literature; the contribution of this paper is to establish them in a simpler and more general setting with fewer changes to the existing reinforcement learning framework.
Fiber reinforced Polymer (FRP) composites are currently employed in the civil engineering industry as externally bonded reinforcement (EBR) of existing reinforced concrete (RC) and masonry structures and as internal reinforcement of concrete elements as an alternative to steel reinforcing bars.
Near surface mounted (NSM) fiber reinforced polymer (FRP) reinforcement represents a valid alternative to externally bonded (EB) FRP reinforcement for strengthening existing reinforced concrete (RC) elements.
The resistance of the reinforcement at pull-off (which is a test used for assessing the conformity of existing reinforcements) was found to degrade by a larger amount than the resistance at shear.
The influence of the existing steel reinforcement on the FRP-to-concrete bond conditions was investigated in the beams with continuous longitudinal steel bars and in the beams with cut longitudinal reinforcement at the mid-span.
A brief review of the studies of anchors in cracked concrete is provided below followed by a review of existing anchor reinforcement designs.
That is, frac{{V^{o} }}{phi } < V_{c} + V_{s} + V_{j} (2 where V o is the base shear, ϕ = 0.85, and V c, V s and V j is the shear resisted by concrete, existing transverse reinforcement, and repair jacket, respectively.
The research is focused on the evaluation of the ETS efficiency on beams with different percentage of existing internal transverse reinforcement (ρsw = 0.0%, ρsw = 0.1% and ρsw = 0.17%).
