Sentence examples for brace width from inspiring English sources

The effects of SHS brace width to SHS chord width ratio, reinforced plates thickness to SHS chord wall thickness ratio, and reinforced plates length to SHS brace width ratio on the ultimate capacities of collar and doubler plates reinforced SHS X-joints were evaluated.

The ratio of brace width to chord width of the specimens varied from 0.5 to 1.0 so that failure modes of chord face failure and chord side wall failure were observed.

The effect of β (defined as the brace width to the flange of H-shaped steel chord width ratio) and the external stiffeners at the foot of SHS brace on the mechanical behaviour of the T-joints was also studied.

The brace-chord width ratio and the doubler-plate to chord width ratio are the key parameters that influence the load transfer mechanisms and failure modes of the DPR joints, and the configuration suggestions for DPR joints are proposed.

The crack area and the brace to chord width ratio are shown to have the most profound effect on the Pc load of cracked SHS K-joints.

The effects of brace to chord width ratio, reinforcement type and reinforced plate thickness on the structural behaviour of SHS T-joints under axial compression were evaluated.

The results reveal that the crack area and the brace to chord width ratio have an important effect on the plastic collapse load of the cracked SHS joints.

A total of eleven SHS T-joints with different brace to chord width ratio was tested, in which four specimens were reinforced with collar plate, four specimens were reinforced with doubler plate and three specimens were unreinforced for comparison.

The effects of brace to chord width ratio, hollow ratio of chord, grout strength and shapes of PVC inner tube of chord on the structural behavior of steel concrete PVC SHS joints under axial compression were evaluated.

A total of 22 joints with different brace to chord width ratio, hollow ratio of chord and shapes of PVC inner tube of chord were tested, in which two traditional hollow joints and two grouted joints were tested for comparison.

The effects of brace to chord width ratio, inner tube to outer tube thickness ratio of chord, hollow ratio of chord, shape of inner tube of chord and strength of concrete infill on the structural behaviour of steel-concrete-steel SHS X-joints under axial compression were evaluated.