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In this paper, a complete FPGA architecture for feature matching in consecutive video frames is proposed.
A procedure for sensitivity analysis used with nonlinear incremental-iterative structural analysis of frames is proposed.
A general framework for smoothing a finite sequential set of two-dimensional frames is proposed in this paper.
To overcome this inadequacy, a simplified analytical model for seismic response prediction of concentrically braced frames is proposed.
A displacement-based earthquake loss assessment (DBELA) methodology for RC frames is proposed when the influence of masonry infill panels is taken into account.
In [16] a geographic routing protocol for multipath routing of real-time video frames is proposed.
Similar(50)
New relations to estimate maximum seismic displacement profiles of plane steel moment resisting frames are proposed.
By analysis of the deformations and failures of the test specimens, differences between the fire behaviour of the CFST columns and RC beam members being in a frame and being isolated members are identified and failure mechanisms for the planar frames are proposed.
In addition, based on the computed parameters generic fragility functions for medium-rise and high-rise RC frames, RC structural walls, and concentrically braced steel frames are proposed as a function of the building height.
Another method to obtain the velocity fields from schlieren frames was proposed by Cristofolini et al., based on an intensity integral function and its relationship with the gas density [61].
A new rotor current controller implemented in the positive synchronous reference frame is proposed.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com