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Improved Moment Strength Prediction of Composite Steel Plate Girders in Positive Bending
Publisher: American Society of Civil Engineers
Abstract: This paper contains an alternate method for the calculation of the predicted positive bending moment capacity of composite steel girders. The 2000 interim version of the American Association of State Highway and Transportation ...
Full-Scale Testing of Composite Plate Girders Constructed Using 485-MPa High-Performance Steel
Publisher: American Society of Civil Engineers
Abstract: The 2000 interim version of the AASHTO
Flexible Pile Head in Jointless Bridges: Design Provisions for H-Piles in Cohesive Soils
Publisher: American Society of Civil Engineers
Abstract: Several methods are used to increase the lateral displacement capacity of the piles supporting jointless bridges, the most effective of which are predrilled holes and a flexible pile-cap connection. Depending on soil type ...
Flexible Pile Head in Jointless Bridges: Design Provisions for H-Piles in Cohesive Soils
Publisher: American Society of Civil Engineers
Abstract: Several methods are used to increase the lateral displacement capacity of the piles supporting jointless bridges, the most effective of which are predrilled holes and a flexible pile-cap connection. Depending on soil type ...
Self-Stressing Composite Steel Bridge Girder System
Publisher: ASCE
Abstract: Flexural continuity over the interior supports of steel girder bridges reduces the forces within the spans while creating negative moments at the supports. The negative moment creates tension at the top of the structure ...
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