Sentence examples for beam reinforcing from inspiring English sources

The parameters studied include the adopted design procedure, beam reinforcing detailing, and the beam and column section sizes.

The beam reinforcing bars were gauged at two different locations: adjacent to the connection part (strain gauges no. 3 6) and inside the connections (strain gauges nos. 7 12) to check the yield penetration of beam reinforcement.

As the embedment length (equals to column depth) of beam reinforcing bars within the beam-column joint decreases, rebar slip will increase and result in a more pinched hysteretic plot (Moehle 2014).

During the test of monolithic specimen (MONO), bond-slip of beam reinforcing bars after 3.5% drift ratio caused a pinched behavior in the force deformation relation and decreased the energy dissipation.

The trussed sides and the upper and lower decks, which spanned 825 feet, formed a "hollow straight beam", reinforcing the rigidity of the bridge.

The test specimens included one FRP-reinforced concrete (FRP-RC) beam reinforced with GFRP bars only and six FRP-RCS beams reinforced with both GFRP bars and encased structural steel shapes.

Four beams, including one control beam reinforced with only GFRP bars, are tested.

Results show higher oxygen permeability in the cracked beam reinforced with deformed bar than its counterpart plain bar reinforced cracked beam.

The paper presents the computational analysis of static behavior of simply supported beam reinforced with FRP (Fiber Reinforced Polymers) bars.

Experimental results show that the fatigue life of a beam reinforced by the prestressed CFRP plate increases more than five times of that of an identical beam reinforced by non-prestressed CFRP plate.

An approach to reliability-based design (RBDO) of beam reinforced composite structures with non-linear geometric behavior is proposed.