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Bridge and Hydrology Research, 1991

Partial Contents: Aesthetically Pleasing Steel Pipe Bridge Rail; Oak A-Frame Timber Bridges Meeting the Modern Deflection Requirement; Behavior and Design of Moment-Reducing Details for Bridge Column-Foundation Connections; Climbing: A Unique and Effective Approach to Bridge Inspection; Structural Evaluation of the Failure of the Harrison Road Bridge over the Great Miami River; Model for Determining the Optimum Rehabilitation Cycle for Concrete Bridge Decks; Design Criteria for Right and Skew Slab-and-Girder Bridges; Jacking Steel Bridge Superstructures in Washington State; Alternatives in the Design and Construction of Cable-Stayed Bridges; Cost Comparison of AASHTO Type IV and Modified Type IV Bridge Beams with 54- and 63-in. Bulb-Tees; Analytical Investigation of Slab Bridges with Integral Wall Abutments; Velocity Profiles and Scour Depth Measurements Around Bridge Piers.

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Bridge and Hydrology Research, 1991

Partial Contents: Aesthetically Pleasing Steel Pipe Bridge Rail; Oak A-Frame Timber Bridges Meeting the Modern Deflection Requirement; Behavior and Design of Moment-Reducing Details for Bridge Column-Foundation Connections; Climbing: A Unique and Effective Approach to Bridge Inspection; Structural Evaluation of the Failure of the Harrison Road Bridge over the Great Miami River; Model for Determining the Optimum Rehabilitation Cycle for Concrete Bridge Decks; Design Criteria for Right and Skew Slab-and-Girder Bridges; Jacking Steel Bridge Superstructures in Washington State; Alternatives in the Design and Construction of Cable-Stayed Bridges; Cost Comparison of AASHTO Type IV and Modified Type IV Bridge Beams with 54- and 63-in. Bulb-Tees; Analytical Investigation of Slab Bridges with Integral Wall Abutments; Velocity Profiles and Scour Depth Measurements Around Bridge Piers.

Bridge and Hydrology Research, 1991

Partial Contents: Aesthetically Pleasing Steel Pipe Bridge Rail; Oak A-Frame Timber Bridges Meeting the Modern Deflection Requirement; Behavior and Design of Moment-Reducing Details for Bridge Column-Foundation Connections; Climbing: A Unique and Effective Approach to Bridge Inspection; Structural Evaluation of the Failure of the Harrison Road Bridge over the Great Miami River; Model for Determining the Optimum Rehabilitation Cycle for Concrete Bridge Decks; Design Criteria for Right and Skew Slab-and-Girder Bridges; Jacking Steel Bridge Superstructures in Washington State; Alternatives in the Design and Construction of Cable-Stayed Bridges; Cost Comparison of AASHTO Type IV and Modified Type IV Bridge Beams with 54- and 63-in. Bulb-Tees; Analytical Investigation of Slab Bridges with Integral Wall Abutments; Velocity Profiles and Scour Depth Measurements Around Bridge Piers.

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Title:

Bridge and Hydrology Research, 1991

Publication date:

1991

Size:

158 pages

ISBN:

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Highway Engineering , Hydrology & Limnology , Bridge design , Bridge maintenance , Hydrology , Bridge decks , Bridge failures , Scouring , Abutments , Bridge barrier rails , Bridge inspection , Foundations , Structural design

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