X. C. Liu, Z. W. Yang, H. X. Wang, A. L. Zhang, S. H. Pu, S.T. Chai and L. Wu, "Seismic performance of H-section beam to HSS column connection in prefabricated structures." Journal of Constructional Steel Research, 2017, 138:1-16....
The rigid and half-rigid beam-to-column connections can be achieved by adjusting the number and size of the bolts. The connection can be rigid in a weak earthquake, yet the cover plate and beam flange can slip over each other in strong earthquakes, which dissipates energy by slipping. The...
As the connection flexes away from the column (when under tension), a torsional moment is induced on the welds at the tip of the angles. This torsional moment should be avoided. If you have a beam to HSS column with shear and axial load, you should look at a shear tab. Upvote 0 ...
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The suggested connection uses a vertical plate (named the through plate (TP)) that passes through the column at the joint area in both directions. The TP connect steel beam to the reinforced concrete column and is connected to the cover plates, surrounding the column at the joint area. Furth...
When this connection containing the combination of external stiffeners and horizontal bar mats in CFT column is taken place, rigidity and strength parameters will be increased 3.01% and 108.8% respectively, compared to connections with no horizontal bar mats. In addition, the proposed connection has ...
This research study aims to evaluate the cyclic response of wide-flange beam - to - rectangular HSS column connections through experimental tests. Six steel moment connections are tested with three different configurations of the diaphragms: through diaphragm connections, external diaphragm connections, ...
stiffened welded connectioncomposite columnlow-cycle fatigueoverstrengthSixteen cyclic tests on full-strength welded stiffened beam-to-column joints were carried out to study their seismic performance. High-strength steel (HSS) was used for composite columns acting as non-dissipative elastic members and ...
connection, formed by four beams without a column as part of a lattice structure. The connection was designed under two different load combinations formed by symmetric and antisymmetric moments. In [14], they designed specific T-stubs for a moment-resistant splice and a beam-to-column connection...
by higher layer parameter Beam-failure-Recovery-Response-CORESET. The DCI addressed to C-RNTI is treated as the gNB response to the beam failure recovery request. Message 4 (MSG 4) is sent over PDSCH which contains the RRCConnectionReestablishment message or RRCConnectionReestablishmentReject ...