Sentence examples for partial strength connections from inspiring English sources

However, modern codes contemplate the possibility of semi-rigid and partial strength connections.

The efficiency is entrusted to the formation of plastic hinges located at the ends of the beams or at the beam-to-column joints designed as partial strength connections.

An extension to this work which considers the presence of a semi-rigid, partial strength connection is described herein.

It was found that the bonded sleeve connection outperformed all the other connections and was classified as a rigid and partial strength connection.

The influence of partial composite action between concrete slab and steel beam and of partial-strength connections on the seismic response of composite frames is evaluated.

The results show that the steel specimens, classified as semi-rigid and partial-strength connections, exhibited satisfactory self-centring ability and ductility.

The results show that steel storage rack beam-to-upright bolted connections, classified as "semi-rigid" and "partial-strength" connections, generally experience ductile failure modes.

The results show that boltless connections, categorised as "semi-rigid" and "partial-strength" connections, exhibit good ductility, moderate energy dissipation capacity and severely pinched hysteresis loops.

In order to extend the component approach to the prediction of the seismic response of partial-strength connections, the modelling of the cyclic response of the joint components is necessary.

However, as proven in the companion paper by means of laboratory tests and numerical simulations, these types of connections are actually semi-rigid and partial strength.

The experimental results indicate that the proposed CFTST column connections behave in a semi-rigid and partial strength manner according to the EC3 specification, whilst its rotation capacity satisfies the ductility design requirements for earthquake-resistance in most aseismic region.