Sentence examples for joint frame from inspiring English sources

Exact(1)

More specifically, a joint frame of discernment (FD) is created for multidimensional problem through an ellipsoidal model, where the correlativity between the parameters is well reflected by the shape of the ellipsoid.

Similar(59)

(2) For the multipartite radome (40 m radome), although there are more reasons lead to the degradation (such as joints, frame and large phase difference of a practical radome), a satisfied results can still be achieved by the compensation strategy, about 50% of the degradation is reduced, especially for the sidelobe level and nulling depth.

For the ultra-large capacity end-plate joint, which is a new bolted beam-to-column joint form in steel frames with large spans or heavy loads, investigations are necessary to predict these two parameters as well as the moment-rotation relationships.

This paper proposes a novel MLSE-based algorithm for joint signal frame synchronization and data detection in an RFID system.

Assuming that beam moments are carried equally by columns above and below a beam-column joint, the frame storey shear is obtained as a function of the beam strength using Eq. (3) (Sullivan et al. 2006).

It provides the 3D position and the tracking confidence of 20 joints per frame, but we kept using 15 joints for our proposed method since we considered the extra five (wrists, ankles, and center hip) do not add much information to the model.

This paper deals with the formulation of cruciform finite elements that model 2D steel joints for frame analysis.

Experimental findings on the flexural and shear properties of RAC beams, the compressive behaviour of RAC columns, the seismic performance of RAC column-beam joints and frame structures are summarized and discussed.

This chapter discusses the finite element model (FEM) as part of the wider research program carried out at the Warsaw University of Technology on the quasi-cyclic and quasi-static behavior of steel semi-rigid joints and frame specimens.

The objective of the study is to present a finite element modelling methodology that can, for example, help to fill-in knowledge gaps in the available experimental data pertaining to the tying force resistance of angle-cleated jointing in frame construction.

Hypothetically, any pair of ORFs can be joint in-frame by point mutations/deletions/insertions/inversions/translocations or their combinations.

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