Performance assessment of three-dimensional video codecs in mobile terminals

2018 ◽  
Vol 125 ◽  
pp. 56-64
Author(s):  
Almudena Sánchez ◽  
Matías Toril ◽  
Marta Solera ◽  
Salvador Luna-Ramírez ◽  
Gerardo Gómez
Keyword(s):  
Performance Assessment ◽  
Three Dimensional ◽  
Mobile Terminals ◽  
Video Codecs

scholarly journals Performance Assessment of Gap-Waveguide Array Antennas: CNC Milling Versus Three-Dimensional Printing

2018 ◽  
Vol 17 (11) ◽  
pp. 2056-2060 ◽  
Author(s):  
Miguel Ferrando-Rocher ◽  
Jose I. Herranz-Herruzo ◽  
Alejandro Valero-Nogueira ◽  
Bernardo Bernardo-Clemente
Keyword(s):  
Performance Assessment ◽  
Three Dimensional ◽  
Waveguide Array ◽  
Cnc Milling ◽  
Three Dimensional Printing ◽  
Array Antennas ◽  
Dimensional Printing

Three-dimensional CFD simulation of proton exchange membrane water electrolyser: Performance assessment under different condition

2022 ◽  
Vol 306 ◽  
pp. 118016
Author(s):  
Mukesh Upadhyay ◽  
Ayeon Kim ◽  
SalaiSargunan S. Paramanantham ◽  
Heehyang Kim ◽  
Dongjun Lim ◽  
...  
Keyword(s):  
Performance Assessment ◽  
Proton Exchange Membrane ◽  
Cfd Simulation ◽  
Three Dimensional ◽  
Proton Exchange ◽  
Water Electrolyser ◽  
Exchange Membrane

Performance Assessment of Buried Pipelines at Fault Crossings

2017 ◽  
Vol 33 (1) ◽  
pp. 201-218 ◽  
Author(s):  
Vasileios E. Melissianos ◽  
Dimitrios Vamvatsikos ◽  
Charis J. Gantes
Keyword(s):  
Performance Assessment ◽  
Hazard Analysis ◽  
Limit State ◽  
Three Dimensional ◽  
Structural Response ◽  
Element Model ◽  
Seismic Performance Assessment ◽  
Capacity Uncertainty ◽  
Beam Type ◽  
Fault Displacement

A methodology for seismic performance assessment of onshore buried steel pipelines at fault crossings is presented. Probabilistic fault displacement hazard analysis is performed at first to determine the magnitude of the three fault displacement components in space. Next, three-dimensional (3-D) structural analysis of the pipeline via a nonlinear beam-type finite element model allows accounting for the different effect of imposed displacements in each axis. Finally, convolving of seismic hazard and structural response results in joint hazard surfaces of compressive and tensile strains that can be used to estimate the mean annual rate of exceeding any limit-state of interest under the influence of demand and capacity uncertainty.

A Dynamical Network Model for Percolation Problems in Performance Assessment of Radioactive Waste Management

1994 ◽  
Vol 353 ◽  
Author(s):  
Hiroyasu Takase ◽  
M. Inagaki ◽  
M. D. Impey ◽  
P. Grindrod
Keyword(s):  
Radioactive Waste ◽  
Waste Management ◽  
Performance Assessment ◽  
Network Model ◽  
Waste Disposal ◽  
Three Dimensional ◽  
Radioactive Waste Disposal ◽  
Numerical Techniques ◽  
Dynamical Network ◽  
Wide Range

AbstractA semi-analytical model for percolation problems, called the Dynamical Network Model, is developed. Because of its semi-analytic nature, the model is more efficient than the existing numerical techniques especially for three dimensional problems and, thus, can be used to a wide range of percolation-like problems in performance assessment of radioactive waste disposal.

Sign in / Sign up

Export Citation Format

Share Document