CONNECTIONSTEELHSSW SHAPESHEARCOLUMNBEAMTEE STUBEXPERIMENTALTen full-scale specimens consisting of wide-flange beams shear connected by means of tee stubs to hollow structural section (HSS) column faces were tested. Shear–displacement and shear–rotation behaviour were documented and five possible ...
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...
The beam web was connected with the column base through end-plates, the beam flanges were connected with the column through cover plate. 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 ...
Connection sketches attached. The round HSS braces need to be changed to square HSS per the note below. One beam size also changed. Call me if you have any questions 翻译结果4复制译文编辑译文朗读译文返回顶部 sketches Connection attached round HSS The . To braces need to be changed per square...
Slip connectionSlip resistanceThis 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鈥揹isplacement hysteresis curves, and backbone curves of the joints were obtained, as were the...
Part of the load is applied at typical beam connections within the column length; and part is applied at the top, representing the load from upper stories of a building. The length of the column near the connection over which slip takes place is examined, and the ultimate strength of the ...
Width-to-thickness ratio of HSS column is an important parameter in the flexural deformation capacity of the connection. Beam web connection moment transfer efficiency in HSS column connection is poor and significantly less effective when compared to a connection with W-shape columns. This condition ...
Beam-column connectionA new moment connection for a steel beam to hollow structural section (HSS) and concrete-filled tube (CFT) columns using the through-plate technique is proposed. In the through-plate connection, all the demands of the beam are initially transferred to a vertical plate by ...
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....
We have some seismic activity to worry about. So, Omega on the connections are creating welds that are much larger than the wall thickness of the HSS. So, I was thinking of introducing a reduced beam section by cutting out an oval on the top and bottom of the HSS. Calculating the ...