Beam-to-column connectionBlind boltConcrete-filled steel tubeCyclic behaviorInitial rotational stiffnessThis paper investigates the use of slip-critical blind bolts to connect I-beams to concrete-filled steel square hollow section (SHS) columns. The strength and stiffness of the resulting joints are ...
A moment connection of H beam-to-rectangular tube column with external stiffeners was proposed. A formula to predict the ultimate strength of the connection was derived based on the yield line mechanism. Experimental investigation was pe... Jong-Won Park,Hae-Kwan Kang,Sang-Hoon Lee,... - 《...
Experimental analysis of the cold-formed steel beam-to-column connection using the welded clip-angle An experimental investigation on the fillet welded clip-angle connection between the cold-formed steel (CFS) beam and column was conducted under four-point... N Mallepogu,M Madhavan - Thin-Walled...
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Connection Form Bolt Connection Member Steel Column Type of Steel for Building Structure H-Section Steel Carbon Structural Steel Q235 Application Steel Workshop, Steel Structure Platform Transport Package Packed in Bulk Specification 20GP/40GP/40HQ Trademark TPA ...
The purpose of this study is to investigate the behaviour of SHS column to beam end plate connection with high strength bolts. Direct tensile tests using simplified connections are conducted with varying thickness of columns. Also, finite element analysis (FEA), which have a capability to simulate...
Inclined columnBox steel beamJointMonotonic loadingCyclic loadingInclined concrete-filled steel tubular (CFST) columns have been applied in some construction projects recently, and they are usually connected with either I-shape or box steel beams in buildings. This paper presents a serial of test ...
As a parameter, the rear face of the SHS column in the area of the connection was reinforced by backing plates in the second group of specimens. The results obtained are provided in terms of moment-rotation relationship and energy dissipation capacity. All specimens reached beam plastic load ...
Moment rotation behavior for concrete filled SHS column to composite beam connectionsA series of connection tests were carried out to study the behavior of connections between concrete filled Square Hollow Section(SRS) columns and composite W-section beams. The test connections were four different semi...
As a parameter, the rear face of the SHS column in the area of the connection was reinforced by backing plates in the second group of specimens. The results obtained are provided in terms of moment-rotation relationship and energy dissipation capacity. All specimens reached beam plastic load ...