Sentence examples for identifying the beam from inspiring English sources
The first analysis aims at identifying the beam center nodes and computing the equivalent beam properties.
Subsequently, the strain time series are used for identifying the beam's modal characteristics.
Based on the orthogonal optical grating structure, a method has been studied to identify the beam position and an angular motion parameter information using the diffraction light spot position information based on the Fraunhofer diffraction effect.
The best known applications of these types of problems occur when finding a pollution source intensity by measurements of the pollutant concentrations and for identifying the laser beam intensity and trajectory in the heat equation corresponding to a given-in-advance temperature distribution [2].
In this study, simulations and experimental measurements have been carried out to identify the BNCT beam parameters including the beam uniformity, the distribution of the thermal neutron dose, boron dose, gamma dose in a phantom and also the Therapeutic Gain (TG).
For that purpose, we develop a condensation method for reducing any shell model into an equivalent beam, as well as a technique for automatically identifying the corresponding set of beam parameters.
Work in this paper demonstrates the feasibility of indirectly identifying the prestress force in a beam.
Numerical simulation shows that the proposed method is effective in identifying the damages in the coupled beam systems with good accuracy from several measurements.
It performs an online analysis of the π/μ decay chain by identifying the stopping position of each beam particle and detecting the subsequent appearance of the muon.
Three notch configurations representing various damage levels were identified, and the beam specimens were retrofitted using carbon fiber reinforced polymer (CFRP) laminates and a recently developed Carbon-fiber Hybrid-polymeric Matrix Composite (CHMC) that has been termed CarbonFlex, and that exhibits superior energy dissipation and ductility properties.
In the numerical FE method, the variability of the fiber dispersion of the individual SFRC beams is determined by identifying the stress-strain relation in each mesh based on the proposed parameter from the X-ray images.
