Experimental behavior of steel beam to CFT column connections

Experimental study of beam to concrete-filled elliptical steel tubular column connections

“…Elremaily and Azizinamimi [15] conducted laboratory tests on through beam connections under monotonic loading with the beam web attached to the web cleat plate through both fabrication bolts and fillet welds. Wang et al [16,17] investigated the static and hysteretic behaviour of flush end plate joints to CFST columns using high strength blind bolts.…”

Seismic behaviour of a through-beam connection between concrete-filled steel tubular columns and reinforced concrete beams

“…Recent seismic events have demonstrated that there are still many issues which require further research in this important field of structural frame connection behaviour [1][2][3]. In deference to the now-comprehensive research outcomes and design guidance for the connection between a CFST column and a steel beam [4][5][6][7][8][9][10][11][12][13], the connections between CFST columns and reinforced concrete (RC) beams, which are used widely in China and in some other Asian countries, has received little research attention in the published literature.…”

Nonlinear finite element analysis of CFT-to-bracing connections subjected to axial compressive forces

“…Therefore, CFT columns have gained popularity in supporting heavy loads in high-rise buildings, bridges and offshore structures. Various experimental and analytical studies have been performed on CFT columns [1][2][3][4][5][6][7][8][9][10][11][12][13][14][15][16][17] and special interests have been focused on the connection regions [18][19][20][21][22][23][24].…”