Sentence examples for this type of connections from inspiring English sources

Beam bottom longitudinal rebars are welded to beam end plates while top longitudinal rebars are placed to designated gaps in joint panels before casting of topping concrete in this type of connections.

However, experimental evidences and the author's past studies on the connections exposed that besides transferring beam-shear force, this type of connections transferred fairly significant beam-end-moment to the column.

To compare the behavior of this type of connections have been made a series of tests of round timber joints in different inclinations tensile load to the grains but also the reference tests of squared timber joints.

This type of connections is used in conjunction with long, circular, tower-type metal structures— such as chimneys or wind turbine towers where they are designed to transfer bending moments.

The goal of the investigation was to recognize implications of friction between the mating sheets for the fatigue behaviour of riveted lap joints in order to derive riveting process dependent coefficients to be included in a fatigue life prediction model for this type of connections.

Note that this type of connection can be more difficult to set up and manage; where possible, connecting via ethernet is probably a better option.

This type of connection represents typical bolted cleat connections with excellent ductility.

This type of connection can be used in weak-earthquake regions such as Korea.

A simplified mechanical model is proposed for this type of connection.

Demountability, ultimate strength capacity, stiffness and ductility for this type of connection are investigated.

A modified method for modeling this type of connection is introduced and verified with experimental results.