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The web cleat connection consisted of double angle L90 × 90 × 8 sections in S 275 as shown in Fig. 3.
The cyclic behavior of RCS connection consisted of Reinforced Concrete (RC) columns and Steel (S) beams is studied in this paper.
Each connection consisted of 5 synaptic contacts of the NMDA/AMPA type (modeled as for the excitatory background connections described above), except that these synapses were facilitating, with U = 0.25, D = 0 ms, F = 0 ms (Reyes and Sakmann 1999; Frick et al. 2007; Williams and Atkinson 2007).
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The connection consists of a column base with four cantilever beams, a channel steel connection, and an RC flat slab.
A connection consists of a S-Tx and a secondary receiver (S-Rx) and so does the PU.
This connection consists of a steel bolted flange joint (BFJ) and two steel-FRP bonded sleeve joints (BSJs).
The connection consists of an aluminum plate encapsulated in-between two adjacent triple layered laminated glass plates.
The connection consists of a channel connector welded to a column and bolted to a beam through a web opening.
This connection consists of four identical steel parts, which are inserted into the timber beams in the tension and compression zone of the connection.
This type of connection consists of beams with varying depths in opposite sides, and a concrete filled steel tubular (CFST) column.
The beam-to-column connection consists of a flush end plate welded to the beam end and bolted to the column flange.
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