The analysis results indicated that the bending capacity of the corner column connections decreased with D / t and n increase but increased with h / b increase. In addition, the coupling effect degraded the bearing capacity of corner column joints, which was most significant at a loading ratio...
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...
Conventional beam-to-column connections are either rigidly welded or bolted, or combination of both. Although both types of connections have high rotational stiffness and load-carrying capacities, the on-site welding quality is vulnerable to the impact of the surrounding environment and human factors,...
through-diaphragm connectionsconcrete-filled rectangular tube columnHSS beammechanical modelshear strengthshear stiffnessdesignThe through-diaphragm connection detail has been identified as a good choice for attaching HSS beams to concrete-filled rectangular tube columns in engineering applications. In this ...
Experimental and numerical study of double-through plate connections to CFST column The type of connection can be used to connect the steel hollow structural section (HSS) beam to the concrete-filled steel tube (CFST) column. Three ... J Jiang,S Chen - 《Journal of Constructional Steel Rese...
In this study, behavior of box beam-to-column connections with/without continuity plates, with external stiffener in two states with/without concrete (CFT/HSS) inside the column and finally reinforced connection by horizontal bar mats in CFT (Concrete Filled Tube) column have been studied by ...
Tests are described in which short, rectangular steel columns filled with concrete are loaded to failure under axial load. 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....
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, ...
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鈥揹isplacement hysteresis curves, and backbone curves of the joints were obtained, as were the energy-dissipating capacity,...
In this research, the force flow pattern and ultimate flexural capacity of web connection are evaluated by considering main parameters affecting the out-of-plane deformations namely: width-to-thickness ratio of HSS column, height-to-thickness ratio of beam web, yield strength ratios of beam and ...