Sentence examples for proposed deck from inspiring English sources

This paper also presents design of a GFRP deck for prototype of a steel I-girder bridge using the proposed deck profile.

It was also concluded that the hole spacing and the reinforcement type have negligible influence on ultimate capacity of the proposed deck.

The size and reinforcement of the proposed deck were modified in two phases, and five specimens with single or multiple ribs were tested in simple or two-span configurations.

To validate the effectiveness of the proposed deck system for bridge application, push-out, full-scale flexural, and deck-to-girder connection tests for each deck profile have been conducted.

The design procedures for the bridge girders in the proposed deck system should be reevaluated, including the impact of the gap (similar to a small "web opening" at the juncture of deck and girder top flange) on vertical shear resistance, load distribution factors, dynamic allowance factors, and effective flange width.

The proposed deck configuration, which incorporated a pedestrian barrier composed of angled flat plates, was found to be unstable at low wind speeds with the plates having a strong turning effect on the flow at the leading edge of the deck.

Furthermore, it was found that the inclusion of bent-up rebars, sand bonded to GFRP plates surfaces, and increasing deck thickness enhance the ultimate strength of the proposed hybrid deck.

In this study, an attempt was made to review and analyze the composite level of GFRP decking and a girder bolt connection system using the already proposed GFRP deck shape.

To better understand the structural behavior of the proposed hybrid deck over main girders in the transverse direction (perpendicular to the traffic direction), static tests on five full-scale deck models were conducted under negative bending moment.

A finite element analysis was carried out to design the cross-section and to evaluate the structural performance of the proposed GFRP deck panel within the design limits.

The purpose of this study was to optimize the design of proposed UHPC HSS deck system to meet the weight limits for existing movable bridges.