Sentence examples for connection subject from inspiring English sources

We study screen conformal Einstein half lightlike submanifolds M of a Lorentzian space form M ˜ ( c ) of constant curvature c admitting a semi-symmetric non-metric connection subject to the conditions; (1) the structure vector field of M ˜ is tangent to M, and (2) the canonical normal vector field of M is conformal Killing.

In this paper, we study the geometry of screen conformal Einstein half lightlike submanifolds M of a Lorentzian space form M ˜ ( c ) of constant curvature c admitting a semi-symmetric non-metric connection subject to the conditions; (1) the structure vector field of M ˜ is tangent to M, and (2) the canonical normal vector field of M is conformal Killing.

The procedures are also compared for a typical welded connection subjected to different mean stress levels.

Hong et al. (2002) studied the nonlinear behaviour of a double web-angle and double-channel beam-to-column connection subjected to shear loads.

The objective is to investigate the efficiency of CFRP sheets for rehabilitating and strengthening a flat-plate slab column connection subjected to monotonic shear and unbalanced moment.

Using a rational technique based on virtual work, the paper presents a solution for a composite beam with elastic shear connection subjected to slab shrinkage deformations.

The chapter discusses mechanical properties of a rigid connection subjected to static load by means of nonlinear finite element analysis with ALGOR.

The present study focuses on examining the experimental investigation to use mild steel as a packing plate with cold-formed channel sections by bolted connection at the joints and the connection subjected to axial tension.

The roof to wall connection subjected to a combination of lateral and vertical loads, gave a connection capacity of about 55% less than the uplift capacity specified in the standards.

In this paper an investigation based on tests and a finite element modeling of the behaviour of a double channel beam-to-column connection subjected to in plane bending moment and shear is presented.

In this paper a general solution for the analysis of plates stiffened by arbitrarily placed parallel beams of arbitrary doubly symmetric cross section with deformable connection subjected to an arbitrary loading is presented.