Sentence examples for effects of the connection from inspiring English sources

In particular, the proposed model enables one to simultaneously consider (1) both the free and forced vibrations, (2) translational and rotational effects of the connection springs, (3) any boundary conditions, and (4) various combinations of discontinuities.

The triggering moment induced by rigid-body rotation of BRB ends, and the amplified moment resulting from bending and semi-rigid effects of the connections, were found to be responsible for premature in-plane buckling of the BRB end connections.

Additionally, the effect of the connection orientation on the torsional and bending behavior of these connections overall is insignificant.

The effect of the connection of reinforcements in the middle, when back-to-back walls are close, was also investigated.

Moreover, a connection from ( Omega_{X,Y} ) to Y is used to represent the effect of the connection strength on Y, and a connection from ( Omega_{X,Y} ) to itself for persistence.

After validating the models, the shear tab and supported beam in the orthogonal configurations were oriented at different angles to check the effect of the connection orientation on the behavior of these connections.

However, a method for approximating the moment rotation behavior of the beam girder connection is required before the beneficial effects of the true connection rotational restraint can be considered in design.

The effects of the wall floor connection and the bi-dimensional behaviour of the floor are also evaluated.

The effects of the shear connection ductility are put in evidence, showing that, for short spans, the interfacial stress transfer resulting from the yielding of connection may be penalizing.

Kroeker [20] investigated the secondary effects of modelling the connections as rigid instead of pinned and found that the secondary effects may lead to premature failure of electricity transmission towers.

This study focuses on examining the effects of connection eccentricity and connection length on the ultimate capacity of bolted WT tension members.