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 ...
Design theory of earthquake-resilient prefabricated sinusoidal corrugated web beam-column joint Eng. Struct. (2017) X.C.Liuet al. Seismic performance of H-section beam to HSS column connection in prefabricated structures J. Constr. Steel Res. ...
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...
This study presents six pseudostatic tests on square hollow section steel (HSS) column to H-section beam bolted connections with double cover plates. The failure modes, load–displacement hysteresis curves, and backbone curves of the joints were obtained, as were the energy-dissipating capacity, st...
Since the robustness of connections preserves the integrity in a double-span column removal scenario, there is a necessity to investigate the beam-to-column connection performance under the simultaneous presence of moment, shear, and tension in conjunction with high ductility demand. Such a complex ...
column with steel rods passing through the column, and (ii) a through beam connection type, where the beam passes through the joint and is connected with an additional bolted bracket without using any welding between the beam and the column. The experiments demonstrated that all the sub...
over all receive beamsrsrp = -inf(numRxBeams,numTxBeams);forrIdx = 1:numRxBeams% Generate weights for steered directionwR = SteerVecRx(prm.CenterFrequency,rxBeamAng(:,rIdx));% Beam combining: Apply weights per receive elementstrRxWaveform = rxWaveform*conj(wR);% Correct timingoffset = hSS...
In some embodiments, the UE 202 may additionally communicate with an AP 206 via an over-the-air connection. The AP 206 may manage a WLAN connection, which may serve to offload some/all network traffic from the RAN 204. The connection between the UE 202 and the AP 206 may be consistent...
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 ...
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, ...